source: Roms_tools/Run/sediment.in @ 1

Last change on this file since 1 was 1, checked in by cholod, 13 years ago

import Roms_Agrif

File size: 2.7 KB
Line 
11  Stitle (a80)
2ROMS - Sediment - Test
3
42  Sd(1-NST), CSED, SRHO,  WSED,  ERATE,  TAU_CE, TAU_CD, BED_FRAC(1:NLAY)
5      0.125   9.9   2650.  9.4    25.0e-5  0.05    0.14    0.4  0.4
6      0.050   0.0   2650.  1.6     4.0e-5  0.01    0.14    0.6  0.6
7
83 BTHK(1:NLAY)
9       0.3E-2   10.
10           
114 BPOR(1:NLAY)
12       0.41    0.42
13
145 Hrip             
15       0.03 
16
176 Lrip
18       0.14 
19
2099 END of sediment input data
21
22!
23!=====================================================================
24!  Copyright (c) 2004 UCLA/Rutgers
25!==================================== Meinte Blaas | Hernan G. Arango =
26!
27   GLOSSARY
28   ========
29
30*** CARD 1: String with a maximum of eighty characters.
31
32  Stitle    Sediment case title.
33
34
35*** CARD 2: Sediment grain parameters & initial values (NST lines).
36
37  Sd        Diameter of grain size class [mm].
38
39  CSED      Initial concentration (spatially uniform) [mg/l]. 
40 
41  SRHO      Density of sediment material of size class [kg/m3].
42            Quartz: SRHO=2650 kg/m3 
43 
44  WSED      Settling velocity of size class [mm/s].   
45            Typically WSED  = 1E3*  {visk*(sqrt(10.36^2+1.049*D^3)-10.36)/d50} [mm/s] (Soulsby 97)
46            with  D=d50*(g*(srho/rhow-1)/(visk^2))^0.33333
47                  rhow=1000 kg/m3; d50=Sd*1.e-3 m;
48                  visk=1.3e-3/rhow m2/s; g=9.8 m/s2 
49           
50  ERATE     Erosion rate of size class [kg/m2/s]. 
51            Typically ERATE  =gam0*WSED*1.e-3*SRHO [kg/m2s];
52            with gam0=1E-3 - 1E-5 (Smith & McLean, Drake&al)
53             
54  TAU_CE    Critical shear stress for sediment motion [N/m2]
55            (initiation of bedload for coarses, suspension for fines).
56            Typically TAU_CE =tau_cb=thetcr.*(g*(srho-rhow).*d50) [N/m2]; (Shields, bedload)
57            with thetcr = 0.3./(1+1.2*D) + 0.055*(1-exp(-0.02*D)) (Soulsby & Whitehouse 97)
58            TAU_CE   = rhow*(0.8 WSED*1E-3)^2 [N/m2] (suspended load)
59           
60  TAU_CD    Critical shear stress for depostion of cohesive sediments [N/m2]
61 
62  BED_FRAC  Volume fraction of each size class in each bed layer (NLAY columns) [0<BED_FRAC<1]
63
64
65*** CARD 3: Sediment bed thickness, 1st field is top layer ('delt_a')
66
67  BTHK      Initial thicknesses of bed layers [m]
68            Bthk(1) active layer thickness, fixed in simulation unless SUM(Bthk(:))<Bthk(1)
69 
70*** CARD 4: Sediment bed porosity
71
72   BPOR     Initial porosity of bed layers [m]
73            used in ana_sediment ifdef ANA_SEDIMENT || not in init.nc*
74 
75*** CARD 5: Bottom ripple height         
76
77   Hrip     Initial ripple height [m]
78            used in ana_sediment ifdef ANA_SEDIMENT || not in init.nc*
79
80*** CARD 6: Bottom ripple length
81
82   Lrip     Initial ripple length [m]
83            used in ana_sediment ifdef ANA_SEDIMENT || not in init.nc*
84 
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