The hydraulic parameters needed for sediment transport calculations are
written into the default sediment input file along with the other data needed for
calculating sediment transport capacity.
The following output description is from TEST 1C, as given. Note that the
Flow Distribution information was requested.
NOTE: The table numbers may change in other output files, depending
on the calculation option chosen.
********************************************************************************
*
*
*
SAMwin
---
HYDRAULIC DESIGN PACKAGE FOR FLOOD CONTROL CHANNELS
*
*
*
*
HYDRAULIC CALCULATIONS
*
*
*
*
version 2.0
23Jan03
*
*
*
*
A Product of the Flood Control Channels Research Program
*
* Coastal & Hydraulics Laboratory, USAE Engineer Research & Development Center *
*
*
*
in cooperation with
*
*
*
*
Owen Ayres & Associates, Inc., Ft. Collins, CO
*
*
*
********************************************************************************
Msg 1: HYD. READING INPUT DATA FROM FILE [
C:\Hold\hydtests.hi
] THIS
DIRECTORY.
TABLE 1. LIST INPUT DATA.
T1 Test 1C same as 1A except using Brownlie n-value for bed & Strickler for ban
T1
requires bed gradation input; ask for flow distribution printout
TR
1
1
CT
100
10
3
3
4
2
.5
2
.5
PF
1
.8
98
.48
50
.25
16
QW
100
1000
5000
10000
20000
ES.00521
WT
50
SP 2.65
$$END
INPUT IS COMPLETE.
BED SEDIMENT GRADATION CURVE, PERCENT FINER.
SIZE, MM=
0.250
0.500
1.000
%,
=
16.000 53.836 100.000
D84(mm)=
0.786
D50(mm)=
0.466
D16(mm)=
0.250
Geom Std Dev=
1.8
TABLE 2-1. CROSS SECTION PROPERTIES
#
STATION
ELEV
ROUGHNESS N-VALUE :
GROUND
: DELTA Y
RIPRAP
FT
FT
HEIGHT EQUATION :SLOPE
ANGLE :
FT
Dmax*[ ]
1
-80.0
10.00
0.5000
STRICKLE
-3.00
-18.4
-10.00
0.0
2
-50.0
0.00
0.1529E-02
BROWNLIE
0.00
0.0
0.00
0.0
3
50.0
0.00
0.5000
STRICKLE
3.00
18.4
10.00
0.0
4
80.0
10.00
TOP
MINIMUM
TOTAL
WIDTH
ELEV
DEPTH
160.0
0.00
10.00
86
Chapter 6
Input Requirements and Program Output for SAM.hyd
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