      subroutine rtsed_yangsand
      
!!    ~ ~ ~ PURPOSE ~ ~ ~
!!    this subroutine routes sediment from subbasin to basin outlets
!!    deposition is based on fall velocity and degradation on stream

!!    ~ ~ ~ INCOMING VARIABLES ~ ~ ~
!!    name        |units         |definition
!!    ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
!!    ch_cov1(:)   |none         |channel bank cover factor (0.0-1.0)
!!                               |0 channel is completely protected from
!!                               |  erosion by cover
!!                               |1 no vegetative cover on channel
!!    ch_cov2(:)   |none         |channel bed cover factor (0.0-1.0)
!!                               |0 channel is completely protected from
!!                               |  erosion by cover
!!                               |1 no vegetative cover on channel
!!    ch_d(:)     |m             |average depth of main channel
!!    ch_di(:)    |m             |initial depth of main channel
!!    ch_li(:)    |km            |initial length of main channel
!!    ch_n(2,:)   |none          |Manning's "n" value for the main channel
!!    ch_s(2,:)   |m/m           |average slope of main channel
!!    ch_si(:)    |m/m           |initial slope of main channel
!!    ch_w(2,:)   |m             |average width of main channel
!!    ch_wdr(:)   |m/m           |channel width to depth ratio
!!    ideg        |none          |channel degredation code
!!                               |0: do not compute channel degradation
!!                               |1: compute channel degredation (downcutting
!!                               |   and widening)
!!    inum1       |none          |reach number
!!    inum2       |none          |inflow hydrograph storage location number
!!    phi(5,:)    |m^3/s         |flow rate when reach is at bankfull depth
!!    prf         |none          |Peak rate adjustment factor for sediment
!!                               |routing in the channel. Allows impact of
!!                               |peak flow rate on sediment routing and
!!                               |channel reshaping to be taken into account
!!    rchdep      |m             |depth of flow on day
!!    rnum1       |none          |fraction of overland flow
!!    sdti        |m^3/s         |average flow on day in reach
!!    sedst(:)    |metric tons   |amount of sediment stored in reach
!!    spcon       |none          |linear parameter for calculating sediment
!!                               |reentrained in channel sediment routing
!!    spexp       |none          |exponent parameter for calculating sediment
!!                               |reentrained in channel sediment routing
!!    varoute(3,:)|metric tons   |sediment
!!    ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~

!!    ~ ~ ~ OUTGOING VARIABLES ~ ~ ~
!!    name        |units         |definition
!!    ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
!!    ch_d(:)     |m             |average depth of main channel
!!    ch_s(2,:)   |m/m           |average slope of main channel
!!    ch_w(2,:)   |m             |average width of main channel
!!    peakr       |m^3/s         |peak runoff rate in channel
!!    sedst(:)    |metric tons   |amount of sediment stored in reach
!!    sedrch      |metric tons   |sediment transported out of channel
!!                               |during time step
!!    ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~

!!    ~ ~ ~ LOCAL DEFINITIONS ~ ~ ~
!!    name        |units         |definition
!!    ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
!!    dat2        |m             |change in channel depth during time step
!!    deg         |metric tons   |sediment reentrained in water by channel
!!                               |degradation
!!    dep         |metric tons   |sediment deposited on river bottom
!!    depdeg      |m             |depth of degradation/deposition from original
!!    depnet      |metric tons   |
!!    dot         |
!!    jrch        |none          |reach number
!!    qdin        |m^3 H2O       |water in reach during time step
!!    vc          |m/s           |flow velocity in reach
!!    ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~

!!    ~ ~ ~ SUBROUTINES/FUNCTIONS CALLED ~ ~ ~
!!    Intrinsic: Max
!!    SWAT: ttcoef

!!    ~ ~ ~ ~ ~ ~ END SPECIFICATIONS ~ ~ ~ ~ ~ ~
!!	Modification to the original SWAT sediment routine
!!	By Balaji Narasimhan and Peter Allen
!!    Yang's Sand and gravel equation combined with Einsteins deposition equation
!!    Plus particle size tracking.

      use parm

      integer :: jrch, ch_d50type
      real :: qdin, sedin, vc, cyin, cych, depnet, deg, dep, tbase
      real :: depdeg, dot, vs, x, SC, Tcbnk, Tcbed,Tbank,Tbed,asinea,Tou
      real :: sanin, silin, clain, sagin, lagin, grain, outfract
      real :: depsan, depsil, depcla, depsag, deplag, depgra
      real :: degsan, degsil, degcla, deggra, degrte
      real :: bnksan, bnksil, bnkcla, bnkgra, pdep, pdepbed, bedsize
      real :: USpower,bnkrte,adddep,fpratio,watdep,bnkrt,bedrt,effbnkbed

      jrch = 0
      jrch = inum1

      if (rtwtr > 0. .and. rchdep > 0.) then

!! initialize water in reach during time step
      qdin = 0.
      qdin = rtwtr + rchstor(jrch)

!! initialize sediment in reach during time step
      sedin = 0.
	sanin = 0.
	silin = 0.
	clain = 0.
	sagin = 0.
	lagin = 0.
      sedin = varoute(3, inum2) * (1. - rnum1) + sedst(jrch)
      sanin = varoute(23,inum2) * (1. - rnum1) + sanst(jrch)
      silin = varoute(24,inum2) * (1. - rnum1) + silst(jrch)
      clain = varoute(25,inum2) * (1. - rnum1) + clast(jrch)
      sagin = varoute(26,inum2) * (1. - rnum1) + sagst(jrch)
      lagin = varoute(27,inum2) * (1. - rnum1) + lagst(jrch)
	grain = varoute(28,inum2) * (1. - rnum1) + grast(jrch)
      sedinorg = sedin

!! do not perform sediment routing if no water in reach
      if (qdin > 0.01) then

!! initialize reach peak runoff rate
      peakr = 1. * sdti  !! prf = 1.0

!! calculate peak flow velocity
      vc = 0.
      if (rcharea < .010) then
        vc = 0.01
      else
        vc = peakr / rcharea
      end if
      
	if (vc > 5.) vc = 5.

      tbase = 0.
      tbase = ch_l2(jrch) * 1000. / (3600. * 24. * vc)
      if (tbase > 1.) tbase = 1.

!! JIMMY'S NEW IMPROVED METHOD for sediment transport
      cyin = 0.
      cych = 0.
      depnet = 0.
      deg = 0.

	deg1 = 0.
	deg1san = 0.
	deg1sil = 0.
	deg1cla = 0.
	deg1sag = 0.
	deg1lag = 0.
	deg1gra = 0.

	degrte = 0.
	degremain = 0.
	deggra = 0.
      degsan = 0.
      degsil = 0.
      degcla = 0.
      bnksan = 0.
      bnksil = 0.
      bnkcla = 0.
	bnkgra = 0.
	bnkrte = 0.
      dep = 0.
      depsan = 0.
      depsil = 0.
      depcla = 0.
      depsag = 0.
      deplag = 0.
	depgra = 0.
	watdep = 0.
	bnkrt = 0.
	bedrt = 0.
	effbnkbed = 0.

      c = chside(jrch)
	pbed = phi(6,jrch)
      pbank = 2. * rchdep * Sqrt(1. + c * c)
      rh = rcharea / (pbed + pbank)

      topw = 0.
      if (rchdep <= ch_d(jrch)) then
        topw = phi(6,jrch) + 2. * rchdep * c
	  fpratio = 0.
	  watdep = rchdep
      else
        topw = 5 * ch_w(2,jrch) + 2. * (rchdep - ch_d(jrch)) * 4.
	  adddep = rchdep - ch_d(jrch)
	  !! Area Ratio of water in flood plain to total cross sectional area
        fpratio = (rcharea - phi(1,jrch) - ch_w(2,jrch)*adddep)/rcharea
	  fpratio = max(0.,fpratio)
	  watdep = ch_d(jrch)
      end if

!!	Applied Bank Shear Stress
!!    Equations from Eaton and Millar (2004)
	SFbank = 10**(-1.4026 * log10((pbed/pbank) + 1.5) + 2.247)

	Tou = 9800. * rchdep * ch_s(2,jrch)

	asinea = 1. / sqrt((1.**2) + (c**2))

      Tbank = Tou * (SFbank/100.) * (topw + pbed) * asinea/ (4.*rchdep)

      Tbed  = Tou * (1. - (SFbank/100.)) * (topw/(2.*pbed) + 0.5)

!!    Potential Bank Erosion rate in metric tons per day
!!    Assumed on an average Only one bank eroding due to meandering of channel
      bnkrte = ch_bnk_kd(jrch) * (Tbank - tc_bnk(jrch)) * 1e-06
	if (bnkrte < 0.) bnkrte = 0.
      bnkrte = bnkrte * ch_l2(jrch) * 1000.* (watdep * Sqrt(1. + c * c))&
     &                                        * ch_bnk_bd(jrch) * 86400.

!!    Potential Bed degradation rate in metric tons per day
      degrte = ch_bed_kd(jrch) * (Tbed - tc_bed(jrch)) * 1e-06
      if (degrte < 0.) degrte = 0.
      degrte = degrte * ch_l2(jrch) * 1000.* phi(6,jrch)                &
     &                                        * ch_bed_bd(jrch) * 86400.

!!    Relative potential for bank/bed erosion
      if (bnkrte + degrte > 1.e-6) then
	  bnkrt = bnkrte / (bnkrte + degrte)
      else
	  bnkrt = 1.0
      end if
	bnkrt = Min(1.0, bnkrt)
!!    Relative potential for bed erosion
      bedrt = 1. - bnkrt

!!    Incoming sediment concentration
      cyin = sedin/qdin

!!    Shear velocity
	vsh = sqrt(9.81 * rh * ch_s(2,jrch))

	var1 = vsh * ch_bed_d50(jrch) * 1e-006 / 1.16e-6

	if (var1 < 70) then
	  if (var1 < 1.2) var1 = 1.2
	  var2 = 2.5/(log10(var1) - 0.06)
	end if

	if (var1 >= 70) then
	  var2 = 2.05
	end if

!!    Settling velocity for ch_d50(jrch) particle size
	w50 = 411.0 * ((ch_bed_d50(jrch)/1000.)**2.) / (3600.)

	var3 = w50 * ch_bed_d50(jrch) * 1e-006 / 1.16e-6

	var4 = vsh / w50

	var5 = vc * ch_s(2,jrch) / w50

	var6 = var2 * ch_s(2,jrch)

	var56 = var5 - var6

!!    This needs to be checked for accuracy
	if (var56 <= 0.) var56 = 1e-06

      bedsize = ch_bed_d50(jrch)/1000.
      if (bedsize <= 2.) then  
      !!  Yangs sand equation for particles less than 2 mm (2000 mircometer)
        alog10cychppm = 5.435 - 0.286*log10(var3) - 0.457*log10(var4)   &
     &              +(1.799 - 0.409*log10(var3) - 0.314*log10(var4))    &
     &               *log10(var56)
	end if

	if (bedsize > 2.) then
      !!  Yangs gravel equation for particles between 2mm and 10mm
        alog10cychppm = 6.681 - 0.633*log10(var3) - 4.816*log10(var4)   &
     &              +(2.784 - 0.305*log10(var3) - 0.282*log10(var4))    &
     &               *log10(var56)
	end if

!!    Concentration in ppm by weight
      cychppm = 10**alog10cychppm

!!    Concentration by weight
	cychw = cychppm / 1e+06

!!    Concentration by volume
	cychv = (cychw / (cychw + (1. - cychw)*2.65))

!!    concentration in metric Tons / m^3
	cych =  cychv * 2.65

!!    Potential sediment Transport capacity
      depnet = qdin * (cych - cyin)

      if (depnet .LE. 1.e-6) then
        depnet = 0.
	  bnkrte = 0.
	  degrte = 0.
	else
	  !! First the deposited material will be degraded before channel bed or bank erosion
	  if (depnet >= depch(jrch)) then
	    !! Effective erosion
          effbnkbed = depnet - depch(jrch)
          !! Effective bank erosion
          if (effbnkbed*bnkrt <= bnkrte) bnkrte = effbnkbed*bnkrt
          bnksan = bnkrte * ch_bnk_san(jrch)
          bnksil = bnkrte * ch_bnk_sil(jrch)
          bnkcla = bnkrte * ch_bnk_cla(jrch)
	    bnkgra = bnkrte * ch_bnk_gra(jrch)

          !! Effective bed erosion
          if (effbnkbed*bedrt <= degrte) degrte = effbnkbed*bedrt
          degsan = degrte * ch_bed_san(jrch)
          degsil = degrte * ch_bed_sil(jrch)
          degcla = degrte * ch_bed_cla(jrch)
	    deggra = degrte * ch_bed_gra(jrch)

          deg1 = depch(jrch)
          deg1san = depsanch(jrch)
          deg1sil = depsilch(jrch)
          deg1cla = depclach(jrch)
	    deg1sag = depsagch(jrch)
	    deg1lag = deplagch(jrch)
	    deg1gra = depgrach(jrch)

	    depch(jrch) = 0.
	    depsanch(jrch) = 0.
	    depsilch(jrch) = 0.
	    depclach(jrch) = 0.
	    depsagch(jrch) = 0.
	    deplagch(jrch) = 0.
	    depgrach(jrch) = 0.

	  else

	    bnkrte = 0.
	    degrte = 0.
          degsan = 0.
          degsil = 0.
          degcla = 0.
	    deggra = 0.
          bnksan = 0.
          bnksil = 0.
          bnkcla = 0.
	    bnkgra = 0.

	    depch(jrch) = depch(jrch) - depnet
          deg1 = depnet

  	    if (depclach(jrch) >= depnet) then
	      depclach(jrch) = depclach(jrch) - depnet
	      deg1cla = depnet
	      degremain = 0.
	    else
	      degremain = depnet - depclach(jrch)
	      deg1cla = depclach(jrch)
	      depclach(jrch) = 0.
	      if (depsilch(jrch) >= degremain) then
	        depsilch(jrch) = depsilch(jrch) - degremain
	        deg1sil = degremain
	        degremain = 0.
	      else
	        degremain = degremain - depsilch(jrch)
	        deg1sil = depsilch(jrch)
	        depsilch(jrch) = 0.
	        if (depsagch(jrch) >= degremain) then
	          depsagch(jrch) = depsagch(jrch) - degremain
	          deg1sag = degremain
	          degremain = 0.
	        else
	          degremain = degremain - depsagch(jrch)
	          deg1sag = depsagch(jrch)
	          depsagch(jrch) = 0.
	          if (depsanch(jrch) >= degremain) then
	            depsanch(jrch) = depsanch(jrch) - degremain
	            deg1san = degremain
	            degremain = 0.
	          else
	            degremain = degremain - depsanch(jrch)
	            deg1san = depsanch(jrch)
	            depsanch(jrch) = 0.
	            if (deplagch(jrch) >= degremain) then
	              deplagch(jrch) = deplagch(jrch) - degremain
	              deg1lag = degremain
	              degremain = 0.
	            else
	              degremain = degremain - deplagch(jrch)
	              deg1lag = deplagch(jrch)
	              deplagch(jrch) = 0.
	              if (depgrach(jrch) >= degremain) then
	                depgrach(jrch) = depgrach(jrch) - degremain
	                deg1gra = degremain
					degremain = 0.
	              else
	                degremain = degremain - depgrach(jrch)
	                deg1gra = depgrach(jrch)
	                depgrach(jrch) = 0.
	              endif
	            endif
	          endif
	        endif
 	      endif
	    endif

	  endif

      end if

      if (depch(jrch) < 1.e-6) then
	  depch(jrch) = 0.
        depsanch(jrch) = 0.
        depsilch(jrch) = 0.
        depclach(jrch) = 0.
        depsagch(jrch) = 0.
        deplagch(jrch) = 0.
        depgrach(jrch) = 0.
	end if

!!	Fall velocity Based on equation 1.36 from SWRRB manual
        vgra = 411.0 * ((2.00)**2.) / (3600.)
	  vsan = 411.0 * ((0.20)**2.) / (3600.)
	  vsil = 411.0 * ((0.01)**2.) / (3600.)
	  vcla = 411.0 * ((0.002)**2.) / (3600.)
	  vsag = 411.0 * ((0.03)**2.) / (3600.)
	  vlag = 411.0 * ((0.50)**2.) / (3600.)

!!	Deposition calculated based on Einstein Equation
        x = 0.

!!	Gravel deposition
	  x = 1.055 * 1000. * ch_l2(jrch) * vgra / (vc * rchdep)
        if (x > 20.) x = 20.
	  pdep = min((1. - exp(-x)), 1.)
        depgra = grain * pdep

!!	sand deposition
	  x = 1.055 * 1000. * ch_l2(jrch) * vsan / (vc * rchdep)
        if (x > 20.) x = 20.
	  pdep = min((1. - exp(-x)), 1.)
        depsan = sanin * pdep

!!	Silt deposition
	  x = 1.055 * 1000. * ch_l2(jrch) * vsil / (vc * rchdep)
        if (x > 20.) x = 20.
	  pdep = min((1. - exp(-x)), 1.)

	  depsil = silin * pdep

!!	Clay deposition
	  x = 1.055 * 1000. * ch_l2(jrch) * vcla / (vc * rchdep)
        if (x > 20.) x = 20.
	  pdep = min((1. - exp(-x)), 1.)

	  depcla = clain * pdep

!!	Small aggregates deposition
	  x = 1.055 * 1000. * ch_l2(jrch) * vsag / (vc * rchdep)
        if (x > 20.) x = 20.
	  pdep = min((1. - exp(-x)), 1.)

	  depsag = sagin * pdep

!!	Large aggregates deposition
	  x = 1.055 * 1000. * ch_l2(jrch) * vlag / (vc * rchdep)
        if (x > 20.) x = 20.
	  pdep = min((1. - exp(-x)), 1.)

	  deplag = lagin * pdep

	  dep = depsan + depsil + depcla + depsag + deplag + depgra

!!    Particles deposited on Floodplain (only silt and clay type particles)
        depfp(jrch)    = depfp(jrch) + (depsil + depcla) * fpratio
	  depsilfp(jrch) = depsilfp(jrch) + depsil * fpratio
	  depclafp(jrch) = depclafp(jrch) + depcla * fpratio

!!    Remaining is deposited in the channel
        depch(jrch)    = depch(jrch) + dep - (depsil + depcla)*fpratio
        depsilch(jrch) = depsilch(jrch) + depsil * (1. - fpratio)
        depclach(jrch) = depclach(jrch) + depcla * (1. - fpratio)
        depsanch(jrch) = depsanch(jrch) + depsan
        depsagch(jrch) = depsagch(jrch) + depsag
        deplagch(jrch) = deplagch(jrch) + deplag
        depgrach(jrch) = depgrach(jrch) + depgra

      sedin  = sedin + degrte + bnkrte + deg1    - dep
	grain  = grain + deggra + bnkgra + deg1gra - depgra
	sanin  = sanin + degsan + bnksan + deg1san - depsan
	silin  = silin + degsil + bnksil + deg1sil - depsil
	clain  = clain + degcla + bnkcla + deg1cla - depcla
	sagin  = sagin + deg1sag - depsag
	lagin  = lagin + deg1lag - deplag

      if (sedin  < 1.e-6) then
	  sedin = 0.
	  sanin = 0.
        silin = 0.
        clain = 0.
        sagin = 0.
        lagin = 0.
        grain = 0.
	end if

	outfract = rtwtr / qdin
	if (outfract > 1.) outfract = 1.

      sedrch =  sedin * outfract
      rch_san = sanin * outfract
      rch_sil = silin * outfract
      rch_cla = clain * outfract
      rch_sag = sagin * outfract
      rch_lag = lagin * outfract
      rch_gra = grain * outfract

      if (sedrch  < 1.e-6) then
	  sedrch = 0.
	  rch_san = 0.
        rch_sil = 0.
        rch_cla = 0.
        rch_sag = 0.
        rch_lag = 0.
        rch_gra = 0.
	end if

      sedst(jrch) = sedin - sedrch
      sanst(jrch) = sanin - rch_san
      silst(jrch) = silin - rch_sil
      clast(jrch) = clain - rch_cla
      sagst(jrch) = sagin - rch_sag
      lagst(jrch) = lagin - rch_lag
      grast(jrch) = grain - rch_gra

      if (sedst(jrch) < 1.e-6) then
	  sedst(jrch) = 0.
        sanst(jrch) = 0.
        silst(jrch) = 0.
        clast(jrch) = 0.
        sagst(jrch) = 0.
        lagst(jrch) = 0.
        grast(jrch) = 0.
	end if

!!    Mass balance tests
!!      ambalsed = sedinorg + degrte + bnkrte + deg1 - dep - sedrch       &
!!     &            - sedst(jrch))
!!      ambalsed = depch(jrch) - depsanch(jrch)-depsilch(jrch)            &
!!     &-depclach(jrch)-depsagch(jrch)-deplagch(jrch)-depgrach(jrch)
!!      ambalsed = sedst(jrch) - sanst(jrch)-silst(jrch)-clast(jrch)      &
!!     &-sagst(jrch)-lagst(jrch)-grast(jrch)
!!      ambalsed = (sedin-sanin-silin-clain-sagin-lagin-grain)/sedin
!!      ambalsed = sedrch-rch_san-rch_sil-rch_cla-rch_sag-rch_lag-rch_gra
!!      if (abs(ambalsed) .gt. 1e-3) write (*,*) iida,jrch,ambalsed,sedrch
      
!!    Bank erosion
      rchdy(55,jrch) = bnkrte
!!    Channel Degredation
      rchdy(56,jrch) = degrte
!!    Channel Deposition (Only new deposits during the current time step)
      if (depch(jrch) >= depprch(jrch)) then
	  rchdy(57,jrch) = depch(jrch) - depprch(jrch)
	else
	  rchdy(57,jrch) = 0.
	end if
!!    Floodplain Deposition (Only new deposits during the current time step)
      if (depfp(jrch) >= depprfp(jrch)) then
	  rchdy(58,jrch) = depfp(jrch) - depprfp(jrch)
	else
	  rchdy(58,jrch) = 0.
	end if
!!    Total suspended sediments (only silt and clay)
	rchdy(59,jrch) = (rch_sil + rch_cla)/rtwtr * 1.e6

!!    Deposition during the previous time step
      depprch(jrch) = depch(jrch)  !! Channel
	depprfp(jrch) = depfp(jrch)  !! Flood plain

!!    Organic nitrogen and Organic Phosphorus contribution from channel erosion
!!    Only bank erosion is assumed to contribute to channel erosion
   !!     ch_orgn(jrch) = bnkrte * ch_onco(jrch) * 1000.
   !!     ch_orgp(jrch) = bnkrte * ch_opco(jrch) * 1000.
        ch_orgn(jrch) = bnkrte * ch_onco(jrch) / 1000.
        ch_orgp(jrch) = bnkrte * ch_opco(jrch) / 1000.

!! compute changes in channel dimensions
      if (ideg == 1) then
        depdeg = 0.
        depdeg = ch_d(jrch) - ch_di(jrch)
        if (depdeg < ch_si(jrch) * ch_li(jrch) * 1000.) then
          if (qdin > 1400000.) then
            dot = 0.
            dot = 358.6 * rchdep * ch_s(2,jrch) * ch_cov1(jrch) 
            dat2 = 1.
            dat2 =  dat2 * dot
            ch_d(jrch) = ch_d(jrch) + dat2
            ch_w(2,jrch) = ch_wdr(jrch) * ch_d(jrch)
            ch_s(2,jrch) = ch_s(2,jrch) - dat2 / (ch_l2(jrch) * 1000.)
            ch_s(2,jrch) = Max(.0001, ch_s(2,jrch))
            call ttcoef(jrch)
          endif
        endif
      endif

	else

        sedst(jrch) = sedin
        sanst(jrch) = sanin
        silst(jrch) = silin
        clast(jrch) = clain
        sagst(jrch) = sagin
        lagst(jrch) = lagin
        grast(jrch) = grain

	end if !! end of qdin > 0.01 loop

      end if  !! end of rtwtr and rchdep > 0 loop

      return
      end
