President Nana Addo Dankwa Akufo-Addo has declared 2021 as the “second year of roads”.
Delivering his inaugural speech on Thursday, January 7, 2021, President Nana Akufo-Addo said he will largely focus and prioritize road projects to improve infrastructure this year.
“Our roads are being constructed at a faster pace than before, and yes, there are still many more kilometers to construct. We defined last year as the year of roads. This year will be the second year of roads as we continue with our focus on dealing with the deficits of our road infrastructure.”
He also committed to the development of the railway sector in his second term.
“The development of our rail sector on which considerable resources and energies are being devoted will open up the country and also help realize the goal of regional and continental integration.”
President Akufo-Addo further pledged to roll out more infrastructural projects in his second term.
“The percentage of Ghanaians without access to potable water is said to be reduced significantly, following the commencement of water projects across the country. The majority of Ghanaians live in unacceptable housing, and we shall tackle the problem with vigor.”
Year of Roads
The Nana Akufo-Addo administration in its quest to address the poor road networks in major parts of the country has declared 2020, as the “Year of Roads”.
Delivering the 2020 Budget in Parliament on Wednesday, November 13, 2019, Finance Minister Ken Ofori Atta indicated that the governing party would revamp the road sector and pay contractors what is owed them as ridicule to the NDC’s claim of massive road infrastructure in its Green Book.
The MP also expressed that his constituency still had bad roads despite the roads minister’s word to get contractors to finish road projects.
“Just as recently as the 29th of May I summoned him into parliament to answer a question. He assured me that the contractor had been mobilized to go back to the site. Today is the 11th of September, there is no evidence of a contractor on-site,” he said.


Q235 Steel 50 Ton Welded Cement Silo For Powder Storage
Cement Silo - Aimix Machinery ManufacturingBolted Type Cement Silo/Bulk cement silo is an enclosed tank storage of bulk materials, suitable for storing grain, cement, fly ash and other bulk materials.
30 Ton 50 Ton 100 Ton Cement Storage Silo With Valve For Sale
30 Ton 50 Ton 100 Ton Cement Storage Silo With Valve For Sale , Find Complete Details about 30 Ton 50 Ton 100 Ton Cement Storage Silo With Valve For Sale,30 Ton Silo,50t Cement Silo,Valve Of Cement Silo from Concrete Batching Plant Supplier or Manufacture
Grain storage techniques - Storage at farm/village level
Alternative storage technology at farm/village level. Contents - Previous - Next. Sacks. Wherever grain is grown on a commercial basis, buying agencies often issue empty sacks to producers so that they may be filled on the farm.
60 Ton Silo, 60 Ton Silo Suppliers and Manufacturers at
Alibaba.com offers 1,713 60 ton silo products. About 21% of these are silos, 20% are concrete batching plant, and 1% are chemical storage equipment. A wide variety of 60 ton silo options are available to you, such as steel, cement, and carbon steel.
grain storage silos - Flat Bottom Silo, Hopper Silo, Feed
2019-12-21 · grain storage silos - The Leading Flat Bottom Silo, Hopper Silo, Feed Silo and Powder Silo Designer and Manufacturer. Looking for partners.
50 Ton Types Of Silos,Cement Silo Manufacturers Price - Buy
50 Ton Types Of Silos,Cement Silo Manufacturers Price , Find Complete Details about 50 Ton Types Of Silos,Cement Silo Manufacturers Price,50 Ton Types Of Silos from Other Construction Machinery Supplier or Manufacturer-Shandong DOM Machinery Equipment Co.
Storage Silos and Tanks - Storage Silo Manufacturer from Pune
We are a prominent manufacturer of efficient Storage Silo. The equipment used to manufacture commercial grain storage tanks is the newest and most advanced production equipment in the industry. We fabricate this product using the finest grade raw material
Mild Steel Silo - MS Silo Latest Price, Manufacturers & Suppliers
Storage Capacity: 100-150 ton, 150-200 ton, 50-100 ton. Storage Material: Fly Ash, Cement. Height: 40-50 feet, 30-40 feet. NMF equipment is a leading manufacturer of Mild Steel Silo. we also provide customized as per customer
Concrete Batching Plant |good quality 50 ton concrete silo
2019-10-31 · Good Quality 50 Tons Silo For Storage Cement Grain - Buy ...Good Quality 50 Tons Silo For Storage Cement Grain , Find Complete Details about Good Quality 50 Tons Silo For Storage Cement Grain,50 Tons ... good quality 50 ton concrete silo; Tur
A silo (from the Greek σιρός – siros, "pit for holding grain") is a structure for storing bulk materials. Silos are used in agriculture to store grain (see grain elevators) or fermented feed known as silage. Silos are commonly used for bulk storage of gra


2 edition of Pavement rehabilitation research found in the catalog.
Pavement rehabilitation research
by Washington State Dept. of Transportation, Planning, Research and Public Transportation Division in [Olympia, Wash.]
Written in English
|Statement||by Margaret Broten, Jo A. Lary, Jay Sharma (Pavement Consultants Inc.) ; prepared for Washington State Transportation Commission, Department of Transportation.|
|Contributions||Lary, Jo A., Sharma, Jatinder., Pavement Consultants Inc., Washington (State). Dept. of Transportation.|
|The Physical Object|
|Pagination||1 v. (various pagings) ;|
Washington State I Pavement Rehabilitation Using Precast Concrete Pavement: FHWA-HIF Construction Handbook on PCC Pavement Rehabilitation: FHWA-HNG(2M)-EW Rehabilitation of Asphalt Concrete Pavements: Initial Evaluation of the SPS-5 Experiment-Final Report: FHWA-HRT LTPP Product List: ?. U.S. Department of Transportation Federal Highway Administration New Jersey Avenue, SE Washington, DC ?sort=research.
Rheological properties of tire rubber using dynamic shear rheometer for fem tire-pavement interaction studies Zegard, A., Helmand, F., Tang, T., Anupam, K. & Scarpas, A., , 8th International Conference on Maintenance and Rehabilitation of Pavements, MAIREPAV Research Publishing Services, p. 10 p.. Research output: Chapter in Book/Conference proceedings/Edited volume (b3ed TRB’s National Cooperative Highway Research Program (NCHRP) Web-Only Document Final Report for Early-Opening-to-Traffic Portland Cement Concrete for Pavement Rehabilitation contains the background information, experimental design, results, analysis, and conclusions of the study conducted under NCHRP Project B, “Durability of ‘Early-Opening-to-Traffic’ Portland Cement
TRB’s National Cooperative Highway Research Program (NCHRP) Web-Only Document Final Report for Early-Opening-to-Traffic Portland Cement Concrete for Pavement Rehabilitation contains the background information, experimental design, results, analysis, and conclusions of the study conducted under NCHRP Project B, “Durability of ‘Early-Opening-to-Traffic’ Portland Cement Concrete U.S. Department of Transportation Federal Highway Administration New Jersey Avenue, SE Washington, DC ?TitleStart=A.
A Christmas Carol
Gales guide to nonprofits
Integration and development in rural Botswana
Distribution of wealth in the United States.
Regular skewness of birth order distribution
W.B. Yeats, Ezra Pound, and the poetry of paradise
A manual of classification for librarians [by] W.C. Berwick Sayers
A complete guide to the English lakes
Organizing the un-organized?
The measurement of social relations of mentally retarded and young elementary school children using a modification of Syracuse scales of social relations
Modeling climate change in the absence of climate change data
This book combines the research in project level rehabilitation design done in South Africa since the early s, incorporating several reviews of the Technical Recommendations of Highways (TRH National Research Council (U.S.).
Transportation Research Board. Committee on Pavement Rehabilitation.] Home. WorldCat Home About WorldCat Help. Search. Search for Library Items Book, Internet Resource: All Authors / Contributors: Transportation Research Board. Committee on Pavement Rehabilitation.\/span>\n \u00A0\u00A0\u00A0\n schema Transportation Research Board.
Committee on Pavement Rehabilitation.\/span>\n \u00A0\u00A0\u00A0\n schema:datePublished\/a> \" \/span>\" ; \u00A0\u00A0\u00A0\n schema:description\/a> \" Finite-element analysis of Portland cement concrete pavements with cracks \/ Jeffery R.
Roesler, Lev Khazanovich -- Fracture mechanics in pavement Volume is indexed by Thomson Reuters CPCI-S (WoS).Collection of selected, peer reviewed papers from the 3rd International Conference on Concrete Pavements Design, Construction, and Rehabilitation (ICCPDCR ), December, Shanghai, China. The 41 papers are grouped as follows: Chapter 1: Pavement Materials; Chapter 2: Structure and Mechanical Properties of Pavement; ISBN: OCLC Number: Notes: "Papers from the 68th annual meeting of the Transportation Research Board"--Cataloging in Publication data [T.p.
verso]. Committee on Pavement Rehabilitation.\/span>\n \u00A0\u00A0\u00A0\n schema:datePublished\/a> \" \/span>\" ; \u00A0\u00A0\u00A0\n schema:description\/a> \" Benefits and costs of jointed plain concrete pavement design features \/ Nasir G.
Gharaibeh, Michael I. Darter -- Analysis of in situ horizontal joint movements in rigid pavements PDF | The increasing need for pavement rehabilitation, coupled with the current shortage of funds, has necessitated a re-examination of the traditional | Find, read and cite all the research Create a new account.
Are you an ASCE Member. We recommend that you register using the same email address you use to maintain your ASCE Member ://() See what's new with book lending at the Internet Archive. A line drawing of the Internet Archive headquarters building façade. An illustration of a magnifying glass.
An illustration of a magnifying glass. Full text of "Pavement rehabilitation--proceedings of a workshop" is a platform for academics to share research :// Transportation Research Board, Paperback.
Book Condition: New. book. Read Pavement Management Rehabilitation and Weigh in Motion (Transportation Research Record) Online Download PDF Pavement Management Rehabilitation and Weigh in Motion (Transportation Research Record) Download ePUB Pavement Management Rehabilitation and Weigh in Motion Committee on Pavement Rehabilitation.\/span>\n \u00A0\u00A0\u00A0\n schema:datePublished\/a> \" \/span>\" ; \u00A0\u00A0\u00A0\n schema:description\/a> \" Study of load transfer parameter in AASHTO Design Guide for concrete pavement \/ Chen-Ming Kuo -- Transverse cracking distress in Long-Term Pavement Performance jointed concrete pavement Comprehensive and practical, Pavement Asset Management provides an essential resource for educators, students and those in public agencies and consultancies who are directly responsible for managing road and airport pavements.
The book is comprehensive in the integration of activities that go into having safe and cost-effective pavements using the best technologies and management Abstract.
This paper examines the application and major features of a structured selection problem — a knowledgeable selection from a finite set of possible solutions using a reasoning process — in the context of selecting pavement rehabilitation treatments. The general problem of structured selection, with its main modules, solution sets, condition sets and search strategy, is described The conference series was established by the International Society of Maintenance and Rehabilitation of Transport Infrastructure (iSMARTi) for promoting and discussing state-of-the-art design, maintenance, rehabilitation and management of pavements.
The inaugural conference was held at Mackenzie Presbyterian University in Sao Paulo, Brazil, in Pasindu H.R., Sandamal R.M.K., Perera M.Y.I. () A Framework for Network Level Pavement Maintenance Planning for Low Volume Roads.
In: Raab C. (eds) Proceedings of the 9th International Conference on Maintenance and Rehabilitation of Pavements—Mairepav9. Lecture Notes in Civil Engineering, vol The Concrete Pavement Rehabilitation Knowledge Book, which was completed first as a slide presentation, is currently being used by MnDOT materials engineers and will be available online as an e-book in This book allows readers to review concrete rehabilitation Allocation Methodology for Pavement Rehabilitation Background Objective book is to present pavement management technology to engineering consultants, high Engineering Research and Development Center, Construction Engineering Research Laboratories (ERDC-CERL).
This paper discusses three types of rigid pavement breaking used in pavement rehabilitation: rubblization, break and seat, and crack and seat. The characterization of actual fractured pavements utilizing nondestructive testing by falling weight deflectometer, as a part of pavement rehabilitation ()71?src=recsys.
Research on Adaptability of Semi-rigid Material as Base Course for Long-life Asphalt Pavement Journal of Highway and Transportation Research and Development (English Edition) June Sublayer Strength Evaluation with FWD in Semi-Rigid Base Asphalt Pavement Rehabilitation.
overemphasized. Information obtained on the existing pavement condition and apparent distress is necessary for selecting a reliable rehabilitation strategy. The Distress Identification Manual for the Long-Term Pavement Performance Program should be used as a reference for identifying and quantifying pavement :// K.
A. Abaza and S. A. Ashur, Optimum microscopic pavement management model using constrained integer linear programming, International Journal of Pavement Engineering, 10 (), Google Scholar  C. Chen and G.
Flintsch, Fuzzy logic pavement maintenance and rehabilitation triggering approach for probabilistic life-cycle cost analysis, Transportation Research Record: Journal of Preliminary results show that delaying rehabilitation of pavement sections (prerehabilitation PCR value rehabilitation of pavement sections.
Future research is also discussed in this ://(ASCE)TE


pipe sizes and wt. Therefore, using equation (3), thickness of pipe comes out to be 6 mm. Pipe Dimensions This table lists the outside & inside diameter, wall thickness and internal area for a wide range of commercial pipe sizes. Formula for Calculating Lead Pipe Weight: O. Two pipes the same diameter may have different schedules, which means they have a different wall thickness. Steel Pipe Weight Chart (Schedule 40 and 80 dimensions chart) NPS Outside Diameter Wall Thickness Sched Weight Weight NPS Outside Diameter Wall Thickness Sched Weight Weight in mm in mm kg/Mtr Lb/ft in mm in mm kg/Mtr Lb/ft 1/2" 0. 0246615 × (OD[mm] -wt[mm]) × wt[mm] For weights per meter of pipe and tube of other materials replace the constant (0. com Titanium Gr. Carbon Steel, Stainless Stee, Pipe Weight Calculator, Pipe Weight Calculator Kg, Weight Calculation Formula, Round Bar Weight Calculator, Square Bar Weight Calculator, Flat Bar Weight Calculator, Sheet Weight Calculator, Plate Weight Calculator, Round Tubing Weight Calculator, Square Tubing Weight Calculator, Hexagon Bar Weight Calculator, Ring, Circle. Use weights of common materials table on page 4 of this workbook to calculate the weight of a steel plate 4 ft wide x 10 ft long x 1/2 inch thick. “A green log weight chart shall be available to the crew. However, above a critical molecular weight, chains begin to entangle and the zero shear viscosity depends much stronger on molecular weight, proportional now to about the 3. Pipe in trade size diameters of 4 and 6 inch are available with solvent-weld bells. As the inclination angle gradually decreases from 10˚C, the heat flux decreases as well. The imperial formula is: Wt/Ft = 10. Formulas and Calculations 6 Convert pressure, psi, into mud weight, ppg using meters as the unit of measure mud weight, ppg = pressure, psi ÷ 0. 19 Stainless Steel Pipe. (D-2*t)*P=S*2*t Where D is the outer diameter of the pipe, P is the internal pressure, t is the wall thickness, and S is the limiting effective stress used. Internal design or operating pressure causes uniform circumferential stresses in the pipe wall, based on which a pipe wall thickness is. Design Weight = STRWT * (1/NUMPHON2) * NUMADULT. Math Formulas - List of basic Maths formulas. It's justification for other products is less obvious. PIPELINE SIZE AND VOLUME A. L3 = 39 65 degree angle. Use of Ton Mile formula. Nilam Steel (India) is a leading Manufacturer, Exporter & Supplier of Stainless Steel, Carbon Steel & Alloy Steel Pipes, Tubes, Pipe Fittings & Flanges as per National & International Standard. There are many new sizes listed in this book, and many of the weights have been estimated. Steel Weight Formulas Based on theoretical nominal weights and considered approximate; used for estimating only. Applied Math Formula Sheet Distance 1 foot = 12 inches 1 yard = 3 feet 1 mile = 5,280 feet 1 mile ˚ 1. Now we can calculate the exact weight of a steel rebar using the above simple formula. pipe, one on the upstream side of the inlet (I) and the other on the downstream side of the outlet (O) are negligible compared with the head loss through the soil. Metal Weight Calculator allows you to calculate the weight and length of different types of metals in various shapes (round and shaped tubes, angles, channels, beams, sheets ) The application allows you to calculate the mass of products from metal knowing the length, or the length of knowing the mass. W=(D^2 x L)/162. Formula for Calculating S. ; 14–24 in. PUBLISHED BY THE NATIONAL ENVIRONMENTAL SERVICES CENTER. Metal Weight Calculator, Square Pipe Weight Calculator, Round Pipe Weight Calculator, Rectangular Pipe Weight Calculator. Soil strength is resistance to soil slip, and is a function of soil. Pipe & Foundry Company, LLC,. 000 360 031 347 44. 00785 x width x width x Length. , a span length of 18 or 20 feet), the minimum pres-sure class of Ductile Iron pipe manufactured in all sizes is more than adequate to support the weight of the pipe and water it contains when analyzed in accordance with the sug-gestions of this procedure. 14 Ferrous Pipe Plugs, Bushings, etc. 5 35-40 11270 22540 450 3. calculators, engineering calculators Enter value, select units and click on calculate. API Casing Chart DRILL BITS Roller Cone and Fixed Cutter. P = 3,339 psi for Stainless ¾“ Sched. GB 50251-2003 "gas pipeline project design specifications and GB 50028-2006 Town Gas Design Code" straight pipe wall thickness formula is the same, are the elastic failure criteria, the maximum shear stress theory to derive and obtained. For example, Barlow's Formula is used by pipe fitters to predict the bursting pressure for a pipe. Pipe weight per foot calculator This formula can be used to determine the weight per foot for any size of pipe with any wall thickness. Apparatus Figure 3. 395 2531 10mm 0. 00 Earth, Dry/Loose 76. 19) Nominal Bore Outside Diameter Sch 5S Sch 10S mm INCH mm Wt Weight Wt Weight Wt Weight Wt Weight Wt Weight Wt Weight. Drill string design Design means determination of length, weight, grades of drill pipe to be used during drilling, coring or any other operation Depends on: hole depth, hole size, mud weight, safety factor and/or margin of pull, length and weight of DCs, drill pipe size and inspection calls Criteria used are: tension, collapse, shock loading and. After Galvanizing the pipes are sent for threading. Listed below are the formulas we used to calculate weight in pounds W[lb] given height in inches H[in]. The claims made by participants have not been verified or endorsed by EPA. Values for running the centralizer through. 21 1 x ½ 2. 40s, 80s allowable working pressure 5 stainless steel welded pipe type 304 sch. We begin with some results that we shall use when making friction loss calculations for steady, fully developed, incompressible, Newtonian flow through a straight circular pipe. Common Drilling Formulas RPM RPM = vc x 12 3. Product Weight Calculator This calculator has been created by Atlas Steels to operate within an Excel spreadsheet. Formula/Conversion Table. Stainless steel pipes acc. Includes 53 different calculations. The total head gradient i is given by i = _h L (5. pipe sizes and wt. his calculator will determine the weights of steel pipes with selected material content, per AISC Manual of Steel Construction, 13th Edition CD Database (for pipes from 1/2 Standard Size Steel Pipe Weights Calculator. KAD Group of Companies provide calculation of S. 69*(OD – Wall Thickness)*Wall Thickness. 769 40 STD 1. Pipe’s Wall Thickness ASTM A312, A358, A778, A53, A106, API 5L ASME/ANSI B36. round tube, square tube and steel plate. Lap Joint Blind Socket 1/2 8 7 7 7 3/4 9 9 8 10 1 13 12 12 12 11/4 20 18 17 18 11/2 28 25 24 25 2 42 38 37 39 21/2 52 55 53 56 3 94 83 80 86 4 146 127 122 133. SCHEDULE 20S. Manufacturer of 1/4“ 3/8” 1/2" 5/8" 3/4" Stainless Steel Tubing, Nickel Alloy Tubing, Coppr Nickel Alloy Pipe, Brass Alloy Tubes, Stainless Steel Seamless Tube, Precision Steel Tubes in China offering low prices, reliable quality, on time delivery. 2 formulas in the headings, to show the sheet title and the current date; 4 formulas to show the selected measurement type - Lbs or Kgs. This resistance is usually known as pipe friction and is. 1201 Vanderbilt Road Birmingham, AL 35234 mcwanepipe. This value accounts for a predominantly + tolerance for plate. The nominal thicknessesshown for these standardpressureclasses are adequatefor the rated working pressure plus a surge allowanceof 100 psi. • Other lengths available. Vishal Steel India » Pipe Fittings Weight Calculator Bend Weight & Length The Bend Weight & Length calculator allows you to determine the approximate weight of your bend based on specific product dimensions. Stainless steel six angle weight ( kg ) =0. and guage, or nominal thickness. 06 = kg/meter (weight per meter) Galvanized steel pipe with hot-dip or galvanized zinc layer of welded steel pipe. 0 3/4 x 3/4 x 1/8 0. XXS (A) (B) Meter MM: Wall Thk: Weight Kg/Mtr. 75 inches, or 324 mm. The steel pipe data chart below can be used to find pipe sizes, diameters, wall thickness, working pressures and more. of water weighs 62. 5 Bend Plane Bends shall be flat within. of the finished cable, double the wall thickness of the wire, add this figure to the O. This formula can be used to determine the weight per foot for any size of pipe with any wall thickness. of an orange, the weight of a certain familiar lump of material, or the shape of a sphere. Pipe Weight Per Foot Calculator. Generally, in a false scale, the actual value of the weight is lower than the true one and this enables a gain for the shopkeeper by selling a lesser quantity than disclosed by him. Pressure Ratings of Steel Pipe Based on ASTM A53 Grade B or A106 Grade B Seamless ANSI 831. The pipe is commonly steel or plastic, but may be a flexible hose, and even copper has been used. Normally, a perforated SDR 23. Scribd is the world's largest social reading and publishing site. Show that the flow is lam inar and hence deduce the pressure loss per m etre length. 12 Pipe ends. Designation of Diameter: O/D: Nominal Wall Thickness: DIA: SCH 80 S: SCH 80: SCH 100: SCH 120: SCH. However, different materials will have different pipe weights. 0083 = WEIGHT PER METRE. Bhatia 8 − Length = + 6. Pipe Zone Bedding and Backfill: A Flexible Pipe Perspective Reynold Watkins1, Brent Keil2, Rich Mielke3, Shah Rahman4 ABSTRACT Bedding and backfill materials play a critical role in the long-term structural integrity of buried municipal pipelines. 0 3/4 x 3/4 x 1/8 0. NOTICE This Field Handbook contains selected information that is excerpted and summarized from the PPI Handbook for Polyethylene Pipe and Performance Pipe literatures. PVC sewer pipe may also be curved to allow for bending in the trenching operation to make a change in alignment and grade, or to make a gradual change in direction. S: You can click to check out the H Beam & I Beam Weight Calculator (Weight Chart in Kg). One end of a load. This is due to a variety of factors: An ability to be tailored for a wide variety of corrosion resistant conditions Light weight (less than 20% of steel, 10% of concrete) Excellent strength to weight (stronger than steel on. Dimensions taken from ASTM B88-83. 3415927 x d pet d Squ»re Feet. This is shown in Figure 2. Outside Diameter (OD). calculation formula table. (To the bottom) P. xls Pipe or Tubing Support Span Calculations 2 of 2 Type of support span Length of support span 32. This calculator is designed specifically for structural steel columns. 328 volumes based on assuming each fitting being a 8 x 5 12 37. Schedule 40 PVC Pipe Dimensions. COUPLING Sleeve couplings combined with gaskets. The pipe is commonly steel or plastic, but may be a flexible hose, and even copper has been used. 00 feet L = 32. P = 3,339 psi for Stainless ¾“ Sched. PER CUBIC INCH AND SHOULD BE CONSIDERED APPROXIMATIONS ONLY RATHER THAN ACTUAL SCALE WEIGHT. com Titanium Gr. XXS (A) (B) Meter MM: Wall Thk: Weight Kg/Mtr. Simple Programs: •Non-circular to circular pipe conversions •Energy (Bernoulli) equation •Pressure drop in horizontal pipe (laminar flow) •Pressure loss in horizontal pipe (4000≤Re≤10 5) •Static pressure from column height •Minor losses (valves, etc. RIGGING FORMULAS. This paper purely focuses on explaining the Basel II risk weight formulas in a non-technical way by describing the economic foundations as well as the underlying mathematical model and its input parameters. Leakage for 2" w. For larger size pipes and where pressure drop in elbow is not critical, miters can be used instead of standards elbows. Strain gage load cells are at the heart of the majority of weighing and force measurement devices produced today. Designation of Diameter: O/D: Nominal Wall Thickness: DIA: SCH 80 S: SCH 80: SCH 100: SCH 120: SCH. -Ignore it, solve the problem to find actual weight of the beam and then recheck the work-Since weight of steel is usually small percentage of total weight, it can usually be ignored-Example: heaviest wide flange section used for a beam is a W44x335 so the most. The typical screw length used in modern pipe extruders is generally around 30 L/D (e. The FabEasy training module is an animated guide that walks you through every step of the process of creating a template and fabricating a pipe, ensuring a clear and detailed understanding of the process – an invaluable preparation for your first go at pipe fabrication. 92 mm: ابي توب: steel grade x 42: api spec 5l x52: tuberia x 52: carbon steel suppliers: astm 106 in usa: steel alloys: steel pipeline manufacturers: steel pipes loading: carbon steel grade x65 psi: pipa api 5 l: api5l grb: tuberia acero al carbono api 5l revestidas y sin revestir: astm a333 gr 1: a106 material. SCHEDULE 5S. What is the difference between Pipe and Tube? In short: Tube is measured by outside diameter, pipe is measured by inside diameter. 0000026 X 1 = 8. volume =. How to calculate the weight of steel pipe by formula. Weight (kg) per meter of steel pipe (Outside Diameter mm－Wall Thickness mm)×Wall Thickness mm×0. PIPE HANGER SPACING & WEIGHT CHART Phone: 920-921-0821 Toll Free: 1-800-236-1458 Fax: 920-921-5409 Web: www. It differs from hydraulic or slurry conveying in that the gas expands continuously along the pipe length. t (inch) lbs/ f 0t w. The BMI formula uses your weight (in kg or pounds) and your height (in meters or inches) to form a simple calculation that provides a measure of your body fat. design of water tank. These losses depend of course on the size and length of the pipe, on the pressure of steam and its latent heat and mainly on the type and thickness of insulation. 00000785 x length. Subtract Wall Thickness (T) from O. 13 - - - - - - 0. The universal formula for carbon steel pipe weight is 10. Drill pipe grades Grade Symbol E-75 E X-95 X G-105 G S-135 S V-150 V Figure DS-3: Identification of standard weight high strength drill pipe. 1 gallon (U. The length is not important but the diameter of the pipe is what is important. Pipe Material ½ ⅝ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 4½ 5 6 7 8 9 10 12 14 15 16 18 20 21 22 24 27 30 36 42 48 Ductile Iron 3. • Call for availability of other sizes and dimensions. ANS Steel is a stocking distributor of Steel Pipe in the sizes listed below. Learn more about Appendix C: Formulas for Pipe, Internal Fluid, and Insulation Weights on GlobalSpec. It is published to give users a better understanding of the technicalities of our products and their selection, design, installation, and use. 2mm 5s 10s 40std, 40s 80xs, 80s 120 160 xxs 5s 10s 20 30 40std, 4 0s 60 80xs, 80s 100 120 140. check the coating weight regularly throughout the production. A load cell is a device that is used to measure weight or force. Weight per cubic inch (Density) of steel is. Pruiksma, D. In the past, I have presented different calculation article on the different parts of weaving such as winding calculation, warping calculation, sizing calculation and loom production calculation. In the figure above, dotted lines are where the pipe should be cut. Pipe-fitting formulas allow pipe fitters and welders to determine how to fit a pipe so it can safely handle any internal pressure or stress from fluids within its wall. This paper purely focuses on explaining the Basel II risk weight formulas in a non-technical way by describing the economic foundations as well as the underlying mathematical model and its input parameters. design of water tank. calculators, engineering calculators Enter value, select units and click on calculate. 328 volumes based on assuming each fitting being a 8 x 5 12 37. The Ziman formula for the. A tremie pipe, also referred to as a grout pipe, is a small diameter pipe, hose or tube used to convey grout. The officer responded to the question by saying that "it was an emergency". 11 Standard Full Body Mechanical Joint Fittings Straight Tees and MJxMJxPE Bullhead Reducing on Branch Tees (available in MJ or Flange only) Notice: Weights published in this catalog are for shipping. 11 Standard Full Body Mechanical Joint Fittings Straight Tees and MJxMJxPE Bullhead Reducing on Branch Tees (available in MJ or Flange only) Notice: Weights published in this catalog are for shipping. guenthersupply. 030 HDPE PIPE: Industry IPS, DR19 Gray Pipe, No Stripe, 50' Long • Green stripe optional. The load includes the weight of pipe, the content the pipe carries, all the pipe fittings attached to pipe & the pipe covering such as insulation. t (inch) lbs/ f 0t w. 0] has shown suspicious behaviour in the past. Generally screwed & socketed pipes are used. The steel pipe unit weight (kg/m or lb/ft) shall be calculated according to below formula. 0 INTRODUCTION This Technical Report 7 describes a method for estimating the weight-per- foot for solid wall plastic pipe and tubing. IV, "Special Uses of Capacity Charts. from a head wall. 68 x Pipe Wall Thickness in inches. One is to calculate according a steel pipe weight formula. Drill pipe grades Grade Symbol E-75 E X-95 X G-105 G S-135 S V-150 V Figure DS-3: Identification of standard weight high strength drill pipe. As the clear span length (column free span length) increases, the self weight of the moment resisting gable frame increases drastically. These changes to the standard were approved and it was designated an American Standard on December 21, 1959. This formula uses the LOOKUP function to get the last number from the Weight column, on the WeeklyWt. 3 Process Piping Guide Rev. 3)SiO 3 Oxide Mole PFU MolWt oxide Gramm oxide wt. 183 Sitgreaves St. pdf), Text File (. The spreadsheet is separated into three worksheets by pipe material groups (PVC, Steel, and PE). This value accounts for a predominantly + tolerance for plate. In this formula mass (m) is in kilograms (kg), and distance from origin is (r) in meters (m), resulted time is in seconds (sec). Scribd is the world's largest social reading and publishing site. 2mm 5s 10s 40std, 40s 80xs, 80s 120 160 xxs 5s 10s 20 30 40std, 4 0s 60 80xs, 80s 100 120 140. The material is carbon steel ASTM A 139. 5 Bend Plane Bends shall be flat within. Menghitung Berat Baja Secara Teoritis (Pendekatan Teoritis). Generally screwed & socketed pipes are used. SUMMARY OF KEY WASTEWATER MATH FORMULAS - Continued Rectangular Horizontal-Flow Grit Chambers: IMPORTANT CONVERSIONS: 1. Here you can easily and quickly calculate weight of your order using total length of pipes or length of one pipe and total number of pipes as the base. table of specific weight metal and alloy. where p is the pressure, V is the average fluid velocity, r is the fluid density, z is the pipe elevation above some datum, and g is the gravity acceleration constant. Choose the number of holes for your design. sheets guage thickness in mm weight per sq. By Zane Satterfield, P. 030 HDPE PIPE: Industry IPS, DR19 Gray Pipe, No Stripe, 50' Long • Green stripe optional. MODULE 4 - LIFTING AND RIGGING SM 4 1 INTRODUCTION A fire officer on a pumper was once asked why he ordered the pumper engineer to drive the 30,000 pound fire apparatus on a road that had a bridge with a 10,000 load limit. 19 Wall thickness = millimeter Weights = Kilogram per meter www. For unbraced compact beams and. As the clear span length (column free span length) increases, the self weight of the moment resisting gable frame increases drastically. The maximum starting force shall be determined for a centralizer in new, fully assembled condition being run in an outer pipe equal to the open hole diameter. Square Pipe Weight Calculator / Square Pipe Weight Chart, Weight Calculator/ Carbon Square Pipe Weight Calculator / Square Pipe Weight Calculator Free Download / Square Tube stainless steel / MS Square Tube / Square Tube cast iron / Square Tube mild steel. 2 (3) Polyvinyl Chloride Pipe (PVC). Vishal Steel India » Pipe Fittings Weight Calculator Bend Weight & Length The Bend Weight & Length calculator allows you to determine the approximate weight of your bend based on specific product dimensions. Describe and apply proper procedures for measuring, fabricating and testing plastic water and drainage, waste and vent pipe including cutting, cleaning, solvent welding, connecting and hanging. 799 175*75 5. 90° and 45° Long Radius Elbows - ANSI B16. 4 formulas summarize progress - Current Weight, Target Weight, Weight Change and Remaining. Calculate 90 Degree Steel Elbow by Formula. 750 360 031 267 8. Female Threads: Measure top diameter of thread at "B"; Find figure nea rest this dimension in column 1 or 2 of chart. Carbon pipe weight calculator available from Marmon/Keystone. 12 Pipe ends. Choose the number of holes for your design. The best and most advanced online metal weight calculation site in the field. To convert the use of lbs. ) with other lengths available upon request. Pipe in trade size diameters of 4 and 6 inch are available with solvent-weld bells. 000 360 031 315 19. It differs from hydraulic or slurry conveying in that the gas expands continuously along the pipe length. 0387 x S x (D-S) x R / 1000 S - Wall thickness D - Outside Diameter of the Elbow R - Center Line Radius(Height) *All units are in mm. down to a Power-house. calculation formula table. Weights of Other Materials in Pounds Per *Cubic Foot SIMPLE STEEL WEIGHT FORMULAS NOTE: FORMULAS ARE BASED ON NOMINAL WEIGHTS AT. 7 18 X 12 15 84. These mainly consist of internal pressure and dead-weight. Pipe support 2014-04 18. Size (inches) Weight, lbs. To calculate weight of steel bars, there is a formula used to calculate weight. Unless otherwise stated the formulas shown in this manual can be used with any units. Finally, we plus the crimping level of 2%, 5% or 9%. BMI Formula W[lb] = ( BMI * H[in]^2 ) / 703 Devine Formula Men: W[lb] = 110 + 5. New Sales Manager Announced for Western Region Patrick Starkey Upped to Managerial Role at United Pipe & Steel and Merfish Pipe & Supply Ipswich, MA: Today, United Pipe & Steel Corp. MODULE 4 - LIFTING AND RIGGING SM 4 1 INTRODUCTION A fire officer on a pumper was once asked why he ordered the pumper engineer to drive the 30,000 pound fire apparatus on a road that had a bridge with a 10,000 load limit. m weight of mixing water in batch, lb (kg); and w c weight of cementitious materials in batch, lb (kg). ISMB,ISMC,ISA (EQUAL),ISA(UNEQUAL)FLATE,ISRO,ISSQ,MSPLATE,RAIL ALL SIZE , All the calculation can u send me those detail due to this my knowladge. Fiberglass reinforced thermoset plastic pipe (or FRP pipe) is often the material of choice for corrosive pro-cess systems. Specifically, the weight of pipes either empty or full of contents, with/without insulation, and with/without ice buildup is determined. Chart of Commom Stainless Steel Pipe Grades Chemical Analysis (%) Specified Welded & Seamless Carbon Steel Pipe to ASME B36. Now the weight is 3. 02466 Weight (kg) per piece of steel pipe (Outside Diameter mm－Wall Thickness mm)×Wall Thickness mm×0. Flat product includes plate, sheet, strip, coil and. 0083 = WEIGHT PER METRE We are extremely thankful to Er. (No Good) Therefore, the structural weight is not enough to prevent floatation of house during design flooding. 01745*200*7843 = 50926 kgs. 3 20 X 10 20 117 20 X 12 20 118 20 X 14 20 119. Pipe Weight Per Foot Calculator. Contact the responsable person for this website if you think this is a mistake. His outlook on life and humor made him a pleasure to work with,” said AISC’s Chief of Engineering Staff Thomas J. To get the best. Using this method u can calcula. Metal Weight Calculator, Square Pipe Weight. Stainless steel round bar weight ( kg ) =0. Reduce the PSI/100 value you just calculated for the valve circuits to 1/2 the original values. Bhatia 8 − Length = + 6. 2 PHYSICAL PROPERTIES AND CHARACTERISTICS 1. Different types of tank have differing shapes and dimension parameters. com 7-5 FORMULAS USEFUL IN CALCULATING WEIGHT OF CASTINGS Circle θ (the Greek letter Theta) = angle included between radii π (pi) = 3. The steel pipe data chart below can be used to find pipe sizes, diameters, wall thickness, working pressures and more. 25 + [15 / √ (A. Calculate the pounds per foot for steel solid rounds, steel flats & squares, steel hexagons. 000 360 031 347 44. Includes 53 different calculations. The following exam pres show the nominal pipe diameters that have the same number of threads per inch, EXAMPLE 1 1/4-lnch and 3/8-inch nominal pipe size have 18 threads per Inch. 8 gpm / CFS 2. 3208 V = Oil velocity in feet per second GPM = Flow in gallons per minute A = Inside area of pipe in square inches. Metal Weight Calculator allows you to calculate the weight and length of different types of metals in various shapes (round and shaped tubes, angles, channels, beams, sheets ) The application allows you to calculate the mass of products from metal knowing the length, or the length of knowing the mass. txt) or read online for free. Clarkson University. The deeper the object is placed in the fluid, the more pressure it experiences. This is where the Weight Adjustment Formula comes in. Profit and Loss: Dishonest Dealers and Faulty Weights An important problem type you would encounter in profit and loss involve the use of false weights. 16 Pipe-Size Selection by the Manning Formula 6. 10 Outside Diameter Nominal Wall thickness: mm Figures based on austenitic steel. Here is formula to calculate required dimensions to fabricate miter from pipe. Buoyancy of Pipelines COMMON DESIGN GUIDELINES 2008 C-4. Compressive. However, where velocities are between 20 fps and 30 fps, the concrete cover on the inside face of the pipe must be increased 1/2 inch. Simple Programs: •Non-circular to circular pipe conversions •Energy (Bernoulli) equation •Pressure drop in horizontal pipe (laminar flow) •Pressure loss in horizontal pipe (4000≤Re≤10 5) •Static pressure from column height •Minor losses (valves, etc. rigging formulas and bridle cheat sheet that you have obtained from us. 2 pounds per foot. Has pre-entered densities for dozens of commonly-used metals and metal alloys like steel, aluminum, nickel, iron, copper, cadmium, gold, silver, etc. The length of the fused pipe which can be pulled will vary depending upon field conditions and ease of access to the area. DRILL PIPE PERFORMANCE CHARACTERISTICS. 395 2531 10mm 0. Pipe Weight Calculator. dimensions and weights of commercial wrougllt steel and welded wrought iron pipe, were added. 4 formulas summarize progress - Current Weight, Target Weight, Weight Change and Remaining. For A-53/ A-106 pipe, the mill tolerance is 12. 1) Work out the entire cross sectional area of pipe. 1 Fluid Flow Rate and the Continuity Equation • If the fluid in the pipe in Fig. Weight (kg) per meter of steel pipe (Outside Diameter mm－Wall Thickness mm)×Wall Thickness mm×0. 54÷(wire dia. MISCELLANEOUS FORMULAS Simple Interest + L L N P where I = interest, p = principal, r = interest rate, and t = time Distance @ L N P where d = distance, r = rate, and t = time Total Cost (Number of Units) x (Price per Unit) OTHER ALGEBRAIC RULES & SPECIAL PRODUCT. The pipes are dipped in a molten zinc Bath at a temperature of 450o C to get the proper adherent Coating. 283 lbs/in 3) Example : The surface are of one lb of 0. 0 m/sec and drops across maintenance hole is greater than 0. b) Displaced water weight. pipe is washed in running water. CCTF MALLEABLE IRON FITTINGS are designed to conform with the following industry standards: MATERIAL: ASTM A 197 Cupola Malleable Iron ASTM A 153 Zinc Coatings DIMENSIONS: ANSI/ASME B 16. Pipe Fitters Handbook April 2012 For the most current product/pricing information on Anvil products, please visit our website at www. American Piping Products. 500 How to size a pump: What is required/desired flow? 5 GPM Determine TDH First, let’s calculate friction loss! Friction loss = total length X friction loss (straight pipe) factor + friction loss (fittings). Metal weight calculator online - free steel weight calculator. About 31% of these are steel pipes, 3% are calculator, and 1% are balustrades & handrails. Drill string design Design means determination of length, weight, grades of drill pipe to be used during drilling, coring or any other operation Depends on: hole depth, hole size, mud weight, safety factor and/or margin of pull, length and weight of DCs, drill pipe size and inspection calls Criteria used are: tension, collapse, shock loading and. As the inclination angle gradually decreases from 10˚C, the heat flux decreases as well. •Molecular weight •Gas viscosity. weight of seamless brass and copper pipe iron pipe sizes regular pipe pipe size in inches dimensions in inches pounds per lineal foot o. Pipe certifies that our applicator met the requirements of the specifications. This prevents damage to the PE pipe. 5 58 4000 8000 375 3. 1 • Beveled ends per ASME B16. Kruse Deltares/ National institute unit geo-engineering and Herrenknecht AG tunnelling systems.


According to UTL, the station contributed to a significant rise in Metro boardings in the months following the inauguration of the two transfer areas, reaching a maximum in 2013. As of 2017, Mexipuerto was handling 130,000 daily users, who connected to 52 concessioned routes and 26 additional transportation companies, which make around 215,000 vehicle trips each month.
Total Daily Metro Boardings in Ciudad Azteca (2009-2015). Source: UTL with data from STC
UTL also credits the technical support they lend to the operators as having a direct impact on their decisions to upgrade to newer and larger vehicles. The graph below shows that, despite the fact that the number of vehicle trips has remained relatively constant, the number of registered vehicles declined. Station operators argue that this is due to fewer, larger vehicles, making more trips each day.
Total vehicle trips per-day and number of vehicles in Ciudad Azteca (2009-2015). Source: UTL


Metal & Stone
See how Sandstone Creation can use metal and stone to create elegant, versatile, and durable products. Below, you will find some of our various offerings in this realm including our "Granite Wall Planter Box System".
The Granite Wall planter box system allows architects to specify planter boxes in any shape and size. This system easily creates seating with its integral wood or plastic composite benches that come in any length and many colors. It can be used indoors or outdoors; in atriums, malls, restaurants, plazas, roof tops, walkways, etc. Fiber reinforced panels are available in exposed-aggregate (crushed granite) or chemically stained concrete. The panels are set in and capped with welded rails made of brushed stainless-steel or durable powder-coated steel (any color). Planter boxes can be used to contain soil or water. The boxes can be designed for virtually any location, are easy to install, and possible to re-locate.


Khun Dan Prakarn Chon Dam
Khun Dan Prakarn Chon Dam is in Nakhon Nayok province, on the edge of Khao Yai National Park.
While the concrete retaining wall might not be that pretty, the huge lake created by the dam, and the surroundings, certainly are.
A backdrop of forested mountains make for some perfect selfies, and the local park on the side of the dam turns in some beautiful photos.
Even the short but steep and twisting drive from the base of the dam to the end of the road at the top is a thrill with some great views.
The dam on the Nakhon Nayok river, which contains 5.5 million cubic meters of concrete, was opened in 2005. It is 93 meters high, and 2.7 kilometers long.
It can store 224 million cubic meters of water, and is the biggest dam in Thailand. It is also the largest and longest roller compacted concrete dam in the world.
You can join a very cheap trolley ride across the dam to admire the views on both sides, or rent a golf buggy and go at your own pace. Otherwise, if you don’t mind the heat, take a long walk!
Boat rides on the man made lake are not so cheap but an enjoyable way to see more of the beautiful and rugged jungle covered hills which mark Khao Yai National Park.
Near the dam are several waterfalls, an unusual Buddhist center, and lots of other fun attractions you can see here
There are also loads of places to stay too, from cheap to expensive!
We will be adding links to those places later.
Getting there: Ideally have your own transport or use a Tour service. Buses and passenger vans run regularly from Bangkok’s Morchit Mai (Chatuchak) bus terminal to Nakhon Nayok town. From there you would need to ride a local bus known as a songtaew.
The dam is well signposted along the Rangsit-Nakhon Nayok Road (Highway 305) once you enter Nakhon Nayok province.
We are sorry that you didn't like this!
Help us improve!
Tell us how we can improve this article


Meet the Fire TV Family Download Civil Engineering E-Books in Structural, Geotechnical, Dynamics, Forensic Engineering, GIS and Surveying, Hydraulic and Environmental for FREE - Page 72 of 167
Civil Engineering Books Download Free, Ebooks, References . Civil Engineeering Books and Ebooks available for free download
What is the best website to download civil engineering . Hello, Thanks for the A2A Akram Sharifi and Quora A2A Bot Please checkout the below mentioned link to download the civil engineering books in PDF format.. Free Civil .
How to download engineering books free - Quora How can I download engineering books free? Reading material is always useful.. .
New Releases It's the uncomplicated road design software.. Fast, interactive, & user-friendly.
Engineering Books - Free-eBooks.net Download free . Download Engineering Books for FREE.. All formats available for PC, Mac, eBook Readers and other mobile devices.. Large selection and many more categories to choose from.
CIVIL ENGINEERING FOR ALL - Official Site CivilEnggForAll - A Website for all the Civil Engineers to download useful Civil Engineering Notes, Materials, Textbooks and more stuff for free of cost.. Only in PDF .
Get a Free Demonstration Buy Civil Engineering Books at Amazon.. Free Shipping on Qualified Orders.
Engineering books - Download free eBooks at bookboon.com Engineering books.. Are you studying engineering? Then you have come to the right place! Our free eBooks in this category will help you prepare for your exams thanks .


Hyderabad Metro Rail is all set to include the LB Nagar – Ameerpet metro stretch in the first week of August. Telangana Chief Minister K Chandrashekar Rao will be launching the stretch of the Hyderabad Metro Rail which suggests that the Corridor I, Miyapur to LB Nagar will be fully functional.
The next phase (Corridor II) will be from JBS to Falaknuma. The Corridor III will be the Hitech City metro station area. The public has spoken about the parking issues at the stations and the authorities have confirmed that multi-level parking facilities shall soon be initiated. The rates would continue to be the same and a decrease can occur only after all the phases of Metro are completed.


If you are making plans for Massachusetts hardscaping and landscaping for your residential property, chances are you have at least considered including retaining wall construction in your design. There are a lot of different ways to create retaining walls using concrete and stone paver construction in Dartmouth and the surrounding area. Quality design and installation of retaining walls can have multiple benefits, providing a useful function on your property, while also looking great to create texture and visual features throughout the landscape.
There are a variety of different materials that can be used in Dartmouth for patios, pavers, retaining walls and other types of hardscaping construction. Working with a licensed and experienced design and installation service, such as A1 Landscaping & Tree Design, can help you to create a beautiful outdoor living space that you can enjoy for many years to come. Retaining wall construction is where it all starts, so it is important for you to discuss the type of wall you want and where you want it used to maximize the benefits.
Reason #1 – Increased Property Value
One of the biggest reasons why property owners decide to go ahead with retaining wall construction is that it adds value to their home. In fact, many outdoor home improvements add value, including Dartmouth patios, pavers and retaining walls. However, building a retaining wall, either as part of a larger Massachusetts hardscaping project or as a stand-alone feature, is always a great place to start. Choose from a variety of materials, such as the popular stone paver construction in Dartmouth, to really accentuate the style and design of your front or backyard.
Reason #2 – Easy Care & Long-Lasting
The materials that you choose for your retaining wall construction will help to provide year after year of great looking results that require little to no ongoing maintenance. Once you have thew all you want built, all you need to do is enjoy it. The only work you might have to do is to hose it down after a splattering rainstorm. Once your Massachusetts hardscaping in place, which includes professionally built Dartmouth patios, pavers and retaining walls, there’s really nothing more to do than to keep it clean.
Reason #3 – Water Friendly
If you are trying to cut down on the amount of water that you use to maintain your property, you might want to consider adding more hardscaping. Walkways, pathways, patios, barbecue areas, retaining walls and other elements reduce the amount of irrigation that is needed. If you can remove up to 50 percent of your lawn and replace it with beautiful Massachusetts hardscaping elements, not only will you improve the look and feel of your property, but you will also make it more eco-friendly by reducing the amount of water you use to keep your grass green each year.
Reason #4 – Adds Function
Retaining walls help to provide separation within your property for garden areas, pet areas, play areas, entertaining areas and barbecue areas. They can even be used to actually retain soil and prevent erosion, as was their original intent. In fact, retaining wall construction can hold back water or earth for many years without requiring any maintenance or experiencing any leaks. A properly built retaining wall made from brick or stone paver construction in Dartmouth can provide structural slope retention from 50-70 degrees. Work with your hardscaping installer to find the right solution for your particular needs.
Are You Ready for a Wall?
Making the decision to add a retaining wall construction to your property can help you to overcome many typical landscaping problems faced by homeowners throughout Southern New England. Dartmouth patios, pavers and retaining walls are simple, great-looking and long-lasting solutions that will help to increase the value of your home, assist in providing functional benefits, and will improve the appearance and usefulness of your front or backyard.
If you are interested in learning more about how Massachusetts hardscaping projects can add life to your home or property, give A1 Landscaping & Tree Service a call by dialing 774-930-4043. Our team will come out to your property to discuss ideas for retaining wall construction. If you want to learn more about stone paver construction in Dartmouth and how it can be used anywhere on your property, call and speak with one of our hardscaping technicians. We will provide you with an on-site consultation that you can use to plan your next move in landscaping and hardscaping design.


The Boston Redevelopment Authority (BRA) will be hosting a meeting regarding Parcel K development. Parcel K LLC is proposing to develop a mixed use project on Parcel K, located at corner of Congress St. and Northern Ave.
Thursday, January 23, 2014
Boston Innovation Center (Assembly Room)
75 Northern Ave Boston MA 02210
This waterfront development will be anchored by 304 apartment residences, a 247 room boutique hotel, office/restaurant/retail spaces, and a below-grade parking garage with approximately 640 spaces to support the parking requirements for the development as well as public parking demands. Parcel K is one of several parcels that comprise the 30 acre Massachusetts Port Authority (Massport) Commonwealth Flats Development Area
The comment period deadline is Thursday, February 13, 2014. Email your comments to Lauren.Williams@boston.gov


PROJECT: The construction of concrete reservoirs in PVC formwork for aquaculture PISCICULTURE McKENZIE, Notre-Dame-des-Bois, Quebec
Mr. Maurice McKenzie
107, route du Parc
Tél. (819) 888-2654
Fax : (819) 846-0833
On 15 July 2010, Pisciculture McKenzie received Federal Government support for an experimental project which consisted of building three concrete reservoirs in PVC formwork specifically for fish breeding. Laboratory tests were undertaken to verify that the PVC respected the standard (NSF-61) regarding drinking water.
McKenzie Pisciculture is owned by Suzette and Maurice McKenzie and is in operation since 1993. It supplies brook trout for seeding to several outfitters in Quebec. Pisciculture McKenzie has 5 ponds which hold between 40,000 and 75,000 fish each. Pisciculture McKenzie presented to MAPAQ a plan to expand operations in the fall of 2009.
The project consists of building three reservoirs for fish breeding made with the technology developed by DC International. This technology needs modifications and tests in order to ensure that it responds properly to the demands of this industry.
It was therefore necessary to adapt the forming system in order to build reservoirs of PVC/concrete for Pisciculture McKenzie. The forming system has already proven itself in construction of housing projects but in this situation must be adapted to produce reservoirs that are waterproof with a smooth interior. The basic technology that is the forming system for buildings has been patented by Bernard McNamara in Canada, United States, Mexico, and Brazil in the last few years and are still in effect. More specifically the project aims to adapt the tooling, to prepare samples of components, to produce a study on the permeability, on the nonproliferation of bacteria, on drinking water standard, on chemical resistance, on the isolation in the walls, and on necessary calculations concerning structure.
Pisciculture McKenzie was therefore interested in using the technology modified by DC International which consisted of concrete tanks put in place in a permanent PVC forming system. This promising system has the advantage of building reservoirs quickly and simply and the PVC lining assures a maintenance free finish which is free of imperfections at a cost similar to the usual membrane that must be replaced every five years.
The three tanks for stocking and classification of fish are 10 meters diameter by two meters deep in the center. The walls are 20 cm thick and are made of 15 cm of concrete as well as 5 cm of insulation which is inserted in the forms at the factory. These reservoirs are therefore solid, waterproof, maintenance free and insulated in order to control the temperature of the water.
More precisely, it consists of building three tanks of 100 cubic meters capacity each with the technology of DC International. This manufacturing company has developed a PVC forming system which permits the construction of big reservoirs however this technology has never been used in the field. It has then again been used for more than 10 years in the construction of reinforced concrete housing.
The company Digigraph Systems Inc operating under the name of DC International has developed, manufactured and marketed techniques for the prefabrication of buildings made of reinforced concrete for more than twelve years. Its main market to this date is the housing market in developing countries. DC International is known in several countries and presently works with representatives on several continents.
At the beginning of 2009 one of the representatives from South America opened up a new market which was the manufacturing of a system for the realization of big reservoirs for the pisciculture industry in Chile. The DC International forming system offered more variety in regards to the walls and as a result to the reservoirs. DC International has thus built a demonstration tank of three meters diameter in 2009 in Chile. The clients were very satisfied and requested some modifications in order to render the tanks waterproof, bacteria free and smooth on the inside. The success of this project will enable benefit the Canadian pisciculture industry.
There exists a demand for this type of reservoir here in Canada and also in foreign countries. Therefore, DC International proposed to supply the reservoirs to Pisciculture McKenzie specifically for its project of expansion, proceeded to modify the tooling, and underwent the tests of the Centre de recherche Industrielle du Québec.
There exists only two other forming systems of PVC in the world. Nuform System of Toronto (formally called Royal Technologies) and Octaform originally from Scandinavia and now manufactured in western Canada. The Nuform System cannot be adapted for reservoirs because the geometry of its sections.
The Octaform System is more easily adaptable to round reservoirs and in fact some have been built in Nova Scotia. However they have not modified their profiles and because of the interstice between profiles bacteria can grow there. Because of the modifications brought about by DC International to its equipment the tests performed by the CRIQ showed the nonexistence of bacteria growth. Also the Octaform System has been found not to be totally waterproof. DC International is determined to eliminate these two problems.
Based on input from the industry, DC International went ahead to research and thus modified its profiles so there would be no space between the profiles to enable bacteria growth. DC International manufactured prototypes specifically for those involved in fish farming using reservoirs. The industry was satisfied with the prototypes. At this point DC International has modified its tooling in order to build three tanks of 10 meters for Pisciculture McKenzie.
DC International has experience in buildings of big dimensions however we must provide specific studies for the use of these types of reservoirs to satisfy the Canadian pisciculture industry. DC International has also commissioned an engineering firm a structural analysis for this purpose.
It is also important to have lab tests done to show that the PVC profiles will not permit bacteria growth according to standards and will resist chemicals and that the walls are resistant the elements.
Large waterproof reservoirs of PVC for pisciculture makes production more efficient in regards to fish farming as compared to the use of ponds as is done in Canada. For one, it is done in a controlled environment. The quality and temperature of the water are continually supervised. It is easier to abide by the requirements of the STRADDAQ (Stratégie de développement durable de l’aquaculture en eau douce au Québec) than with ponds.
Of note is that the forming system uses 80% post industrial recycled PVC. The Octaform system does not permit its use because of its geometry and thickness. Therefore DC International system promotes accepted standards of sustainability.
Large reservoirs for pisciculture reduce the use of water as they also serve as bio filters that regenerate water. The need for new water is less. Breeding ponds, on the other hand, can affect the environment and contaminate groundwater.
The owner Mr. Maurice McKenzie assumed the coordination of the project. At the beginning Mr. KcKenzie dealt with the engineering firm SMMC of Windsor. The firm Léo Barolet & Cies was then contracted to undertake the excavation, the slab on grade and pouring the concrete in the PVC forms.
DC International provided a structural technician named Mr. Serge Beauchemin and the management of the project on a technical level was given to Mr. Bernard McNamara, the inventor of the technology and the president of DC International. He is very knowledgeable in this area and has participated in various projects using this technology in Canada and overseas.
The study regarding structure has been given to the structural engineer Mr. André Bergeron. The analysis that touches permeability, growth of bacteria, drinking water and chemical resistance were done by Centre de Recherche Industrielle du Québec. The Centre de Recherche Industrielle du Québec is world-renown and had preformed the initial tests in 1997 on the forming system.
Extrusions Omnitech Inc performed the first trials for DC International. This company has worked with DC International for the past five years and is presently the principal supplier to DC International. The modifications to the tooling were done by Omnitech Inc., ARM Automatique Inc. and Prostamp Inc. These modifications enabled the manufacture of waterproof profiles which do not allow for the proliferation of bacteria.
The insulation panels that were inserted in the forms were produced according to specifications by the company Fransyl. DC International used their own technicians, and also, contracted Construction Marc Lamontage Inc. for the installation of the forms.
Placing the concrete slabs on grade was done on October 12th by the firm Léo Barolet. This company also installed the dowels in the slab (steel rods for the joining between the wall and slab) and installed a waterproof joint of flexible PVC.
On the 14th of October DC International put in place the scaffolding, all the PVC forms for the first tank including the reinforcing steel bars in the walls. Unfortunately because of the workers and the weather they could not proceed. Work resumed the 8th, 9th and 10th of November and all three reservoirs were done by 12th of November.
The concrete was put in by the firm Léo Barolet with a pump equipped with a boom. Mr. McKenzie before the casting of concrete installed the sleeves in the wall to be able to unite the various waste ducts.
During the following week Mr. McKenzie contracted an excavation firm to bank up the walls of the tanks and to prepare the protection for the winter. The tanks will be filled only in the spring.
The tests undertaken by the CRIQ have shown that the forming system made of PVC manufactured by DC International respect the standard MSF-61 regarding drinking water. This type of construction can be used in all confidence for fish farming.
The work carried out has led to the observation that the PVC profiles do not release metallic elements, phenol derivatives, volatile organic compounds or residual vinyl monomers into the water beyond the level of concentrations prescribed by NSF/ANSI Standard 61-2010. In addition, the PVC profiles do not promote the bacterial growth on their surface.
Mr. Daniel Grenier, ing. Chemist CRIQ December 2010
We are convinced that this technology is entirely adapted to our requirements and that the reservoirs built are of top quality as well as being very favourable in terms of installation, upkeep and conforming to proper standards. The process of erecting these reservoirs was quick and without specialized labour. It took a day by reservoir to install the components of PVC and the reinforcing steel bars.
This technology is very interesting for Pisciculture McKenzie and also for the whole industry here in Canada and abroad. This technology enables the construction of large reservoirs of concrete quickly with a non-specialized workforce and at a competitive price.
The interior surface which is of PVC is resistant to corrosive elements and is maintenance free. The smooth surface protects the fish from scratches or injury. There is no limit in size and no supplemental cost for one size or another. As well this system can be used for circular and orthogonal reservoirs or tanks used as bio-filters.
In conclusion, we are satisfied with the technology of DC International and with the financial support from Fisheries and Oceans Canada which covered certain manufacturing and laboratory costs.


The investigations of quenching process for improving the flatness of the hot rolled steel plate
The improvement of quenching process on the hot rolled steel plate strongly depends on the degree of plate flatness, resulting from the distortion of the units. The heat transfer characteristics along the steel plate, which rely on the distributions of impinging water jets, are the primary factors that affect the degree of distortion. In this paper, finite element analysis (FEA) was applied to the cooling process of the steel plate manufactured in one of the steel company in Taiwan. A two-dimensional computational model was developed to simulate the distortion of the plate, including crossbows, longbows, center buckles and edge waves. The distributions of the water jet units at the bottom and top of the steel plate are studied to predict the heat transfer coefficients as well as the distortion along the surface and width of the steel plate. The internal stress including thermal and structural stresses contributed from the evolutions of internal structure is additionally investigated to fully understand the phase transformation across the steel plate during the quenching process. This study provides an optimal solution for improving the quality of the steel plate product in the hot rolled steel plate milling process.


Waterfront is the magazine of The Canal & River Trust, the charity responsible for maintaining Britain's waterways. We redesigned Waterfront in 2015. The magazine has been met with great acclaim by its readers.
"We have worked with StudioPensom on a number of projects over the years and hired them as our Design Team for our regular recurring work with the The Canal & River Trust. They are a pleasure to work with and their ability to extend brands into an editorial medium makes them invaluable collaborators.”
Susi Owusu, Co-Founder, Smoke Creatives


Med Design Associates is an Architectural and Civil Engineering consultancy firm
Our mission is to provide a client friendly and efficient service by means of implementing projects in partnership with clients, providing functional and aesthetically pleasing solutions based on modern technology in full respect to the environment and ensuring that projects are built as designed, within budget and to a high standard of workmanship.
The services offered by the firm cover all those related fields essential to the building and construction industry from both architectural and civil engineering aspects
With this involvement the firm has gained extensive experience in handling both medium and large scale projects. Responsibility for these projects has spanned from inception stage, right down to project management and handing over.


Hornsby Shire has had substantial growth in development and population and work continues on provision of infrastructure to meet the needs of the current and future population.
Council is reliant on State Government and its agencies to assist with infrastructure delivery around arterial roads, highways and rail as well as schools, hospital, water and sewer services.
There will be a number of opportunities for the community to provide feedback on the priorities for Hornsby Shire.
Council will be consulting with a range of State Agencies and Departments to ensure there is a coordinated approach to identifying and delivering the infrastructure priorities for Hornsby Shire.
Council continues to consult with the Greater Sydney Commission and the Department of Planning and Environment through the preparation of the technical studies and development of the Local Strategic Planning Statement.


About our Concrete Contractors in Fayetteville, NC
For years, our Concrete Contractor Fayetteville, NC team has provided unsurpassed quality concrete work in Fayetteville and surrounding areas. From residential concrete services to the best commercial concrete builders, and everything in between, we can make the difference between a great building experience and a “not so great” one! As the top company for Fayetteville concrete projects, we have had the honor to work with some of North Carolina’s finest home and commercial builders. Along the way, we have built strong friendships and a wonderful work environment for our employees.
No matter the size of the project, as your Fayetteville concrete professionals, we assure your project will be done right and completed on time. We work to meet the needs of our customers in every way, and communicate with you throughout the entire process. Over time, we have developed a formula that works. Our company has become a valuable resource for your residential concrete services, and for commercial concrete builders.
All American Concrete Pros is locally owned and operated with years of experience. We have experience in completing all types of concrete projects, including concrete driveways, concrete patios, concrete walkways, concrete stairs, and more. If you need something done in concrete, give us a call today for the best Fayetteville concrete services and best price in town. Our most important goals are quality and customer service. We’re not happy until you’re happy!
We are looking to create your dreams while giving you quality above and beyond your expectations. Being the best in Fayetteville for concrete projects, we want to thank you for the opportunity we have had to enjoy our success.
Request a FREE Estimate


Downtown bus station site selection process begins
With Central Station opening for bus service on Tuesday, January 2, it is time for the community to turn their attention back to another project—the site of a future Downtown Station.
Five bus routes will continue to serve Downtown Lawrence after the results of a Route Redesign Study go into effect next week. The Downtown Station site selection process aims to improve comfort and convenience to encourage more transit ridership today and in the future. In comparison with the design and construction of Central Station, less significant improvements will be needed for the Downtown Station.
“Central Station provides a great example of the quality of bus facilities that Lawrence deserves. Our beautiful downtown should have that level of quality too,” said Adam Weigel, Transit & Parking Manager. “The big question is, where do we fit those amenities? I’m looking forward to the community helping us figure that out.”
The main elements that have been identified to include in the site design are:
- Driver restrooms
- Individual bus bays
- Sufficient seating and wind protection
- Next departure signs
- Weather protection
Prior work to identify a site for the Downtown Station did not reach a conclusion. A new approach this time intentionally brings the community along through three phases to reach a community-supported site.
- Phase 1: Establish a steering committee. Define the Downtown boundary and site selection criteria.
- Phase 2: Identify, solicit, and evaluate all possible sites within boundary against the established criteria.
- Phase 3: Rank and select three sites for test concepts, and then select one site for final design.
The site selection process is expected to take place in 2024, with the design and construction work targeted for 2025. This topic will be discussed at the January 2 City Commission meeting. For more information, visit the Downtown Station project page.


Federal spending on local government infrastructure – a lost opportunity
The Hon Andrew Robb AO MP, Shadow Minister for Infrastructure and COAG
and Shadow Minister Assisting the Leader on Emissions Trading Design
In its headlong rush to spend money, the Rudd Government has missed a vital opportunity to drive major productivity gains through reform of local government infrastructure standards and specifications.
“Common standards and specifications across local government infrastructure projects would greatly reduce infrastructure construction costs,” said the Shadow Minister for Infrastructure and COAG, the Hon. Andrew Robb AO MP.
“In return for $300 million the Rudd Government should have insisted on vital local government reforms across Australia’s 565 councils. Instead, they just handed out cheques.
“At a time when we are facing major economic storm clouds we need to do things more and more efficiently and there is a need for reform of these important regulatory and other impediments.
“Today’s conference would have been the ideal time to resolve some of these outstanding local government issues, such as –
”¢ The lack of consistent standards of construction for road works in like foundation conditions
”¢ The lack of consistent allocation of risk for like projects
”¢ Councils requiring higher levels of materials or construction than that contained in a relevant Australian standard, and
”¢ The fact that there are more than 60 different profiles for kerbs and channel construction in one state alone!
“The Government can’t spend Australia’s hard earned surpluses twice so they need to make sure that we get the most out of every dollar spent
“There is an urgent need for COAG and local government to resolve the mish-mash of approaches to tendering, prequalification, procurement, licensing, contract standardisation, and the rest, that characterises disjointed regulation across states, territories and local government.
“These regulatory matters should have got equal billing with handing out money at the Rudd Government’s summit with local government leaders. It is a lost opportunity.”


Low angle, low-volume sprinklers, 1/2" male or female
Nurseries, orchards and greenhouses
- Turbo hammer mechanism provides excellent water distribution uniformity and smooth operation at low pressure rate
- Fine water droplets prevent formation of crust and drainage, providing perfect germination conditions
- Color-coded nozzles for easy identification
- Simple construction facilitates easy maintenance
- Stainless-steel spring and shaft are resistant to corrosion
- High-impact, heavy-duty plastic materials provide resistance to corrosion, chemicals and UV radiation.


Assam earthquake - get latest news on assam earthquake read breaking news on assam earthquake updated and published at zee news. Assam, india has had: (m15 or greater) 1 earthquake in the past 24 hours 1 earthquake in the past 7 days 3 earthquakes in the past 30 days 22 earthquakes . Details of assam earthquake, earthquake in assam. 13 hours ago an earthquake of 55 magnitude hit assam's kokrajhar district today tremors were also felt in cooch behar, alipirduar and darjeeling districts. Categories: today in earthquake history | assam | august 15, 2017 (the earthquake of 15-aug-1950) it was august 15, 1950 people all over india were ready.
Title: surface rupture of the 1950 assam earthquake: active faults and recurrence interval along the eastern himalayan syntaxis authors: coudurier curveur. Abstract the great assam earthquake of 1897 (8 m 81) is the largest known indian intraplate earthquake it raised the northern edge of the shillong plateau by. As we mark the 70th anniversary of india and pakistan, we would also remember that the assamese did not have a good day on the 15th. Scenario of seismic hazard in assam introduction: geomorphologically, ne india is located in an earthquake prone zone (zone v) of the indian.
Guwahati, april 30 – the earthquake on august 15, 1950, had caused extensive damage to the upper assam areas and arunachal pradesh,. 15 hours ago earthquake in assam, west bengal: an earthquake hit many parts of west bengal and assam on wednesday morning tremors were also felt. 1897 assam earthquake wikipedia great assam earthquake 1897 photographs of shillong before and after the 1897 earthquake from. The 1950 assam–tibet earthquake, also known as the assam earthquake, occurred on 15 august and had a moment magnitude of 86 the epicentre was.
6 hours ago earthquake hits assam, west bengal tremors felt in parts of delhi ncr 4:48 am, 12 46 magnitude earthquake hits jammu and kashmir. Introduction great earthquakes in india the assam earthquake of 12th june 1897 the kangra earthquake of april 4 , 1905 the. Download scientific diagram| sand boil after the assam earthquake (1897) ( courtesy of the national information service for earthquake engineering, eerc, . By jugal kalita all of us have seen the vivid pictures of the tremendous wreckage brought upon by the san fransisco earthquake of october 17, 1989.
A great and devastating earthquake of mw 86 occurred on 15 august 1950 at about 14h 09m 30s (utc) near the indo- china border, close to nw trending. The 1950 assam–tibet earthquake, also known as the assam earthquake, occurred on 15 august and had a moment magnitude of 86 the epicentre was. It is the biggest earthquake to rock the himalayas so far with a magnitude of 86 on the richter scale.
15 hours ago india news – assam earthquake latest updates: the earthquake's epicentre was two km north of kokrajhar town in assam and at a depth of 10. 14 hours ago an earthquake measuring 55 on the richter scale hit parts of assam, meghalaya , bihar and west bengal on wednesday, an india. Descriptive account of assam 1950 earthquake published in newspaper and internet by geology1950 in types magazines/newspapers, earthquake, and. 14 hours ago earthquake of 55 magnitude shook guwahati and its adjoining areas on wednesday, the met said tremors were also felt in parts of west.
15 hours ago a mild earthquake struck assam's kokrajhar today the earthquake was measured at a magnitude of 55 on the richter scale, by the indian. Guwahati: an earthquake measuring 51 on the richter scale today rocked assam, according to the regional seismological centre. Sarker, maminul haque (2009) morphological response of the brahmaputra- padma-lower meghna river system to the assam earthquake of. The assam earthquake of 1897 occurred on 12 june in assam at 17:15 local time , india, and had an estimated moment magnitude of 80 considering the size.


|Home||» Products||» Soft PVC Compound Granules|
Soft PVC Compound Granules
We are a prominent organization indulged in offering high quality Soft PVC Compound Granules. Offered granules are highly used for manufacturing wires, cables and pipes. These provided granules are processed using premium quality PVC and leading-edge technology in compliance with the set industry standards by our professionals. Our offered granules are also tested entirely on various quality parameters by skilled quality analysts so as to provide flawlessness range at clients' end. Besides, these Soft PVC Compound Granules are available in vivid colors at reasonable prices.
Long lasting brightness
Low melting point


$35M for Mid North Coast infrastructure funding
Member for Oxley Melinda Pavey and Member for Port Macquarie Leslie Williams today announced a NSW Government funding boost to address the $35m backlog of council sewerage and water projects across the Mid North Coast.
Close to six million dollars has been allocated by the NSW Government to construct sewerage and wastewater treatment works at Telegraph Point, Long Flat and Comboyne.
Local MP’s Melinda Pavey and Leslie Williams have welcomed the project funding to the three village areas.
“This funding will help transition the existing but aged waste-disposal systems over to best-practise and latest technology sewerage schemes,” Mrs Pavey said.
“Community growth over time has outstripped the capacity of the existing systems, so these large-scale infrastructure projects will be an enormous benefit to the districts into the future,” Mrs Williams said.
The details of each project are:
- $2.5 million in funding to upgrade the Comboyne sewerage system.
This project will see the construction of a traditional gravity system, with a sewer junction made available to each property within the village zoned areas. Sewage will then be directed to a local treatment plant.
- $1.17 million in funding to upgrade the Long Flat Sewerage Scheme
The Long Flat Sewerage Scheme will see the construction of a conventional gravity system and the current sewage treatment plant relocated to an alternate site, providing potential for effluent reuse. This will provide the village with the infrastructure it needs to improve its current sewage management practices.
- $2.32 million in funding to upgrade Telegraph Point Sewerage Scheme
The Telegraph Point Sewerage Scheme will utilise a pressure sewer system due to flood prone areas, the high incidence of rock in the northern area and the distance between the residential areas.
These funding programs are in addition to an allocation of $6.63 million in funding to provide a reticulated sewerage system at Stuarts Point, in the Kempsey Shire.


The Village of Roscommon is seeking qualified applicants for the position of Director of Public Works. This position oversees the repair and maintenance of all Village infrastructure including water, sewer, streets and parks. The Water System is a D-3, S-3 system with chlorine treatment, and the Sewer System is a Class L-2 Plant. The […]
November 9th, 2016 Due to the presence of coliform bacteria in the water distribution system, the Village of Roscommon will be initiating chlorination of its water system indefinitely. For further information, please contact Village Hall at 275-5743.


SAFE have been working alongside UK architect Jo Ashbridge on the construction of a RIBA funded earthen prototype house in Nobu Para this year. Design was ongoing at the time of our last update; In February 2013 the design phase was complete and preparations for construction began.
A new sanitary latrine was constructed on the site shortly before demolition of the existing house commenced. By March the original house had been fully dismantled and construction of brick foundations for the new building had begun.
The ground floor was constructed using mud blocks. Blocks were manufactured on-site with SAFE’s block making machine, partly using recycled materials from the original house.
The upper floor and roof were then constructed using a bamboo frame which is treated to improve durability. Features of the layout include a bamboo staircase and balcony. An accurate scale model (pictured) proved very useful in development and communication of the design.
Construction was completed at the end of June. The beneficiaries of the project and the entire team working on the design and construction are delighted with the results.


Tectonic event / location: kashmir earthquake, pakistan, 10/8/05 level of development associated hazards landslidepakistan – ledc rockfallindia - nic seiches (a seiche is the sloshing of a closed body of water from earthquake shaking, eg lake, swimming pool) map of the affected area key information and socio-economic statistics. This article deals with the analysis of landslide causes and associated damages in the work and human perception survey especially after 2005 kashmir earthquake. Kashmir earthquake case study 1 case study: kashmir earthquake 2005 where did it happen kashmir is the north-western area of the indian subcontinent. Start studying aqa gcse geography: kashmir earthquake case study learn vocabulary, terms, and more with flashcards, games, and other study tools. Human impact of kashmir earthquake of 2005 and its effect on the pakistani economy abstract this paper will detail the events of the kashmir earthquake of 2005 in pakistan and examine its deleterious social and economic effects on the population in this region.
(islamabad) - in azad kashmir, a region largely closed to international scrutiny until a devastating earthquake hit last year, the pakistani government represses democratic freedoms, muzzles the press and practices routine torture, human rights watch said in a report released today. The effects of an earthquake range from mild to severe and include structural in addition to a significant human death toll effects of kashmir earthquake. Japan earthquake what were the impacts of this earthquake the devastation caused by the 2011 tohoku earthquake was immense its impacts. Earthquake effects on educational institutions and libraries of azad kashmir: the most destroyed areas of the kashmir the earthquake impact on healthcare and. Full-text paper (pdf): the impact of the earthquake and humanitarian assistance on household economies and livelihoods of earthquake-affected populations in haiti.
The kashmir earthquake of october 8, 2005, a quick look report, mid- america earthquake center, university of illinois at urbana-champaign hussain, a, 2005 geology and tectonics of northern pakistan with respect to october 8, 2005, earthquake, presented at earthquake rehabilitation conference, seismology, structures and. The kashmir earthquake of october 8, 2005: impacts in pakistan mw = 76 kashmir earthquake reported by others 2 human populations many of these.
Impact of armed conflict on environment in (kashmir times,2009)while the human toll as and political issues in armed conflict situations and earthquake. The earthquake that struck pakistani kashmir and neighbouring states on global effort to reduce the impact of earthquake in kashmir. Doocy s, daniels a, packer c, dick a, kirsch td the human impact of earthquakes: a historical review of events 1980-2009 and systematic literature review plos currents disasters 2013 apr 16 edition 1 doi: 101371/currentsdis67bd14fe457f1db0b5433a8ee20fb833 shannon doocy johns.
An overview of how the south asia earthquake has affected regions of pakistan impact: pakistan-administered kashmir was the region hardest hit. Social effects the social effects of the earthquake were very devastating due to both the magnitude of the earthquake and the poor preparation, construction and infrastructure common in less economically developed countries. The 2005 kashmir earthquake was a major earthquake centered in pakistan-administered kashmir, near the city of muzaffarabad, affecting gilgit-baltistan and north-west frontier province (nwfp) regions of pakistan it occurred at 08:52:37 pakistan standard time (08:57:32) utc) on 8 october 2005.
What caused the kashmir earthquake a: quick answer kashmir lies on top of the area where the indian and eurasian continental plates collide.
Earthquakes are the greatest destroyers of man-made structures like buildings, power plants, bridges, dams etcâ€¦ generally when a person thinks about the effects of an earthquake, ground shaking comes to a person's mind, but ground shaking is not the only effects of an earthquake there are possibilities for other natural hazards like. A human security analysis of the impact of the tsunami in india, sri lanka and of the kashmir earthquake in pakistan in: brauch hg et al (eds) facing global environmental change hexagon series on human. Find out more about the history of 2005 kashmir earthquake, including videos, interesting articles, pictures exacerbating the disaster’s effects. Learn aqa gcse geography earthquakes and casestudy facts using a simple interactive process (flashcard, matching secondary effects of kashmir earthquake. Kashmir's earthquake the mountain tsunami ms aslam refuses to speculate on the impact of the earthquake on the want more from the economist. 1 october 8 kashmir earthquake: impact on geoenvironment and structures in the karnah and uri tehsils of kashmir (india) a relief-come-earthquake investigation team of the centre for disaster studies. 2005 kashmir earthquake 2018 — companies looking to reduce their environmental impact without negatively affecting inner ear provides clues to human.
Natural and non-natural disasters in jammu & kashmir a disaster is a situation in which the community is incapable of coping it is a natural or human-caused event which causes intense negative impacts on people, goods, services and/or the environment, exceeding the affected community’s capability to respond therefore the community. The kashmir earthquake (also known as the south asia earthquake or pakistan earthquake)lots of people died and i had a few friends whose family and friends died in it of 2005 was a major earthquake whose epicenter was the pakistan-administered disputed region of kashmir the earthquake occurred at 08:50:38 pakistan standard time. Human impact of natural disasters in pakistan can be judged by the fact that 6,037 in the international response to the 2005 kashmir earthquake many. Abstract introduction: the october 2005, kashmir earthquake main event was triggered along the balakot-bagh fault which runs from bagh to balakot, and caused more damages in and around these areas.


[vc_row row_type=”row” use_row_as_full_screen_section=”no” type=”full_width” angled_section=”no” text_align=”left” background_image_as_pattern=”without_pattern” padding_bottom=”80″ css_animation=””][vc_column][vc_row_inner row_type=”row” type=”full_width” text_align=”left” css_animation=””][vc_column_inner width=”1/2″][vc_column_text]
Building contracts are veritable breeding-ground for disputes between contractors and professional advisers or between contractors and sub-contractors or the clients.
Traditionally, litigation and arbitration have been the principal routes to resolution. However, mediation is tody increasingly playing an important role by providing a structured forum for commercial negotiation in which the parties themselves remain in control. Often the mediation takes place as part of the Pre-Action Protocol for Construction and Engineering Disputes that the parties engage in prior to court or arbitral proceedings.
Given the damaging nature of building disputes, especially where the relationship between team members is vital to the success of a project and where there are more than two parties involved, mediation has forged an important role as the means to speedy resolution at reasonable cost.
Our specialist mediators are often asked to help resolve anything from domestic building contracts to massive infrastructure projects in both the private and public sectors. Such disputes most often concern:
- Time and delay claims
- Liquidated and ascertained damages
- Payment and defects disputes
- Contractual differences and breaches
- Sub-contractor, consultant and supply chain issues
- Project management issues
- Design failures
MCN CONSTRUCTION DISPUTE REVIEW BOARDS AND CONSTRUCTION SETTLEMENT PANELS SAVE YOU TIME, MONEY, AND HEADACHES.
To know more on how dispute review boards work for construction projects, please click HERE[/vc_column_text][/vc_column_inner][/vc_row_inner][/vc_column][/vc_row]


Work is well underway on the England Coast Path - a new National Trail around all of England’s coast. Natural England expects to complete work on the England Coast Path in 2020.
In Northumberland, the section from South Bents (South Tyneside) to Amble has been through the public consultation stage and once approval has been given by the Defra Secretary of State. work will begin on implementing the route on the ground. Natural England's team are working on the other two sections, Amble to Bamburgh and Bamburgh to Scottish Border and hope to publish their proposals for consultation by summer 2018.
Northumberland County Council's countryside team and Northumberland Coast AONB Partnership staff have worked with Natural England throughout the process.
The overview of progress map below shows:
- the stretches that Natural England is currently working on
- the stretches that are open
- when work on new stretches is likely to start
The new right of access will be brought into effect at different times around the coast.
England Coast Path Stretch Progress


The construction work at the former Meulensteen Art Center has started and is now in full swing. The building is currently being redeveloped into the Meulensteen House of Robotics.
The work in Eindhoven is going well. By now, the floor for the new façade is poured. By adjusting the façade, the multi-tenant building will get a new, modern look. The platforms in the spaces are ready as well. Each workshop on the ground floor will get its own mezzanine floor. This way the workshops gain lots of space for work and research.
With the redevelopment, the building will also get a variety of central facilities. Amongst these facilities are a shared entrance, lunch space, bathrooms, meetings rooms and various flex workspaces. These shared facilities will help stimulate cooperation between tenants and create a tight community within the building.
The House of Robotics will contain four workshops on the ground floor and one large workshop on the second floor when construction is finished. A couple of spaces are still available. For more information please contact Johan van Gerven, +31 (0)6 53582847 or firstname.lastname@example.org.


The Haymarket MBTA station will be closed until the end of service on Monday due to scheduled demolition work, transit officials said.
The station, which serves the MBTA’s Green and Orange lines as well as a number of bus lines, closed when service ended Friday evening, the agency said in a tweet. Trains will bypass the station, which is located between Gare du Nord and the government center on the green line and the state on the orange line.
Reminder of the green line and the orange line: Haymarket station will be closed from Saturday January 8 until the end of service on Monday January 10 due to construction work. Please use Gare du Nord for train service. More: https://t.co/03yggzCcAj
– MBTA (@MBTA) January 8, 2022
A sign posted at the station door explained that the closure was due to the planned demolition of the Government Center garage. An MBTA spokesperson confirmed that the demolition resulted in the closure.
Demolition of the garage, which stands above Congress Street and one of the station entrances, is underway following the planned redevelopment of the Bulfinch Triangle area. The project, dubbed “Bulfinch Crossing,” would surround the garage in skyscrapers and build a street-level plaza between Sudbury and New Chardon streets.
Authorities encouraged passengers to go to Gare du Nord to access the green and orange lines.
The station will reopen as soon as it comes into service on Tuesday.


Certification in Hansen Polska
Certificates earned by Hansen Polska. We are ready to manufacture windows, doors and facades of the highest quality.
Certificate of constancy of performance for Natural smoke and heat exhaust ventilator.
- Hansen Millennium (in the picture)
- Wicona Wicline 65 EVO, Wicline 75 EVO, Wicline 75 TOP, Wicline 75 FP and Wicline 90SG
- Schüco AWS 102, AWS 114, AWS 57 RO
- Schüco AWS 65, AWS 70.HI, AWS 70 BS.HI, AWS 75.SI, AWS 75 BS.SI and AWS 75 BS.HI
STA - Hansen Millennium
The product satisfies the requirements set forth in chapter 8, 4 § 2 PBL, in respect to and under conditions
stated in this type approval, and are therefore approved in accordance with the provisions of the following
sections of Boverket Building Regulations (BBR), issued by the National Board of Housing, Building and
Hansen Millennium EI60
Fire resistance class EI 60* according to EN 13501-2:2016 5:231
* Valid when installed in walls of concrete, brick or similar, with minimum density 850 kg/m3.
Certificate that Hansen Polska is authorized manufacturer of aluminium constructions in Decalu Aluminium systems.
Hydro CIRCAL 75R
Certificate that Hansen Polska is authorized manufacturer of aluminium constructions based on high-quality End of Life Aluminium Hydro CIRCAL 75R.
Aluprof - authorized fabricator
Certificate that Hansen Polska is Authorized fabricator of Aluminium constructions in Aluprof systems.


The Building and Construction Authority (BCA) is an agency under the Ministry of National Development, championing the development of an excellent built environment for Singapore. “Built environment” refers to buildings, structures and infrastructure in our surroundings that provide the setting for the community’s activities.
Mission and Vision
Our mission is "we shape a safe, high quality, sustainable and friendly built environment".
Safety, Quality, Sustainability and User-Friendliness are four key areas where BCA has a very significant influence on the built environment and they distinguish Singapore’s built environment from those of other cities. Hence, our vision is to have "a future-ready built environment for Singapore".
In line with our mission and vision, our strategic thrusts are:
1. We aim to be a caring and progressive organisation that values its people, the innovative spirit, integrity, and service
2. We ensure high safety standards and promote quality excellence in the built environment.
3. We champion barrier-free accessibility and sustainability of the built environment.
4. We lead and transform the building and construction industry by:
5. We forge effective partnerships with the stakeholders and the community to achieve our vision.