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> HYDRAULIC DESIGN PACKAGE FOR FLOOD CONTROL CHANNELS SEDIMENT TRANSPORT CALCULATIONS
Sample Output Data - Cvr-Chpt80133
TABLE 2.1. HYDRAULIC PARAMETERS
Cvr-Chpt8
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********************************************************************************
*
*
*
SAMwin
---
HYDRAULIC
DESIGN
PACKAGE
FOR
FLOOD
CONTROL
CHANNELS
*
*
*
*
SEDIMENT
TRANSPORT
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:
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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