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SAMwin
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HYDRAULIC DESIGN PACKAGE FOR FLOOD CONTROL CHANNELS
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SEDIMENT TRANSPORT CALCULATIONS
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version 2.0
23Jan03
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A Product of the Flood Control Channels Research Program
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* Coastal & Hydraulics Laboratory, USAE Engineer Research & Development Center *
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in cooperation with
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Owen Ayres & Associates, Inc., Ft. Collins, CO
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Msg 1:
SED. READING INPUT DATA FROM FILE [
hydtests.si
] THIS DIRECTORY.
TABLE
1.
LIST INPUT DATA.
T1
TF LAURSEN(MADDEN),1985 YES
TF ACKERS-WHITE,D50
YES
TF VAN.RIJN
YES
TR
VE 1.29
2.77
5.41
7.41
10.14
DE 0.76
3.23
7.23
9.71
13.28
WI
103
111.7
127.9
138.8
148.5
QW
100
1000
5000
10000
20000
ES.00052
WT
50
PF
1.0
1
.8
98
.48
50
.25
16
SP 2.65
$$END
BED SEDIMENT FRACTIONS CALCULATED FROM PF-DATA.
NO
PERCENT
PARTICLE
INCREMENTAL
FINER
SIZE
FRACTION
|
%
|
mm
|
|
_____|___________|___________|____________|
8|
16.000 |
0.2500 |
|
|
|
|
0.3783586 |
9|
53.836 |
0.5000 |
|
|
|
|
0.4616414 |
10 |
100.000 |
1.0000 |
|
TABLE
3.
PROPERTIES OF THE WATER
KINEMATIC
#
TEMP
RHO
VISCOSITY
UNIT WT
DEG F
#-S2/FT4
SF/SEC
WATER
x10,000
#/FT3
1
50.0
1.940
1.411
62.411
2
50.0
1.940
1.411
62.411
3
50.0
1.940
1.411
62.411
4
50.0
1.940
1.411
62.411
5
50.0
1.940
1.411
62.411
128
Chapter 7
Input Requirements and Program Output for SAM.sed
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