19955.
27555.
20
1531.
0.89
1.28
1080.
860.
21000.
29748.
___________ ______ ______ ___________ ___________
171691. 100.00 100.00
84052.
66947.
...END OF JOB...
Printout is in FILE [
C:\Hold\hydtests.yo
The next output file shows the use of the hydrograph water data.
********************************************************************************
*
*
*
SAMwin
---
HYDRAULIC DESIGN PACKAGE FOR FLOOD CONTROL CHANNELS
*
*
*
*
SEDIMENT YIELD 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: YLD. READING INPUT DATA FROM FILE [
C:\Hold\hydtests.yi
] THIS
DIRECTORY.
TABLE
1.
LIST INPUT DATA.
TI
FILE WRITTEN BY SAM.sed
TF
LAURSEN(MADDEN),1985
QW
100
1000
5000
10000
20000
SC 9.225 55.792
243.
362.
512.
$JOB
SAM.yld IS IMPORTING FLOWS FROM FILE = CDFFIL
T1 yld test
T1
using a hydrograph
T1
24-hr interval
T1
JP
20
24
93
QH
500
950
1300
2800
4850
6600
9825
13790
15980
14760
QH 11030
7800
3550
1870
850
590
240
INPUT IS COMPLETE.
TABLE 2.1
SEDIMENT DISCHARGE TABLE.
Q,CFS
=
100.0
1000.0
5000.0
10000.0
20000.0
QS,TONS/DAY =
2.5
150.6
3280.5
9774.0
27648.0
MINIMUM Q IN Q-QS TABLE =
100.000
MAXIMUM Q
=
20000.0
TABLE 2.4
DISCHARGE HYDROGRAPH POINTS, CFS
TIME BETWEEN POINTS, HRS =
24.0000
500.00
950.00
1300.00
2800.00
4850.00
6600.00
9825.00
13790.00
15980.00
14760.00
11030.00
7800.00
3550.00
1870.00
850.00
590.00
240.00
TABLE 2.5
FLOW-DURATION TABLE FROM HYDROGRAPH POINTS
CLASS VARIABLE = DISCHARGE, CFS
CLASS
CLASS INTERVAL
DURATION
%
EXCEEDENCE
#
LIMIT
MIDPOINT
DAYS
%
1
240.00
100.00
633.50
4.50
28.13
139
Chapter 8
Input Requirements and Program Output for SAM.yld
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