INEFFECTIVE FLOW ELEVATIONS BY STRIP NO.
1
2
3
-9999.0
TABLE 2-2. PHYSICAL PROPERTIES.
ACCELERATION OF GRAVITY = 32.174
TABLE
2-3.
PROPERTIES OF THE WATER
#
TEMP
RHO
VISCOSITY
UNIT WT
*100000
WATER
DEG F #-S2/FT4
SF/SEC
#/FT3
1
50.
1.940
1.411
62.411
2
50.
1.940
1.411
62.411
3
50.
1.940
1.411
62.411
4
50.
1.940
1.411
62.411
5
50.
1.940
1.411
62.411
TABLE
8-1.
CALCULATE NORMAL DEPTH;
COMPOSITE PROPERTIES BY ALPHA METHOD.
**** N
Q
WS
TOP COMPOSITE
SLOPE COMPOSITE VEL
FROUDE
SHEAR
ELEV
WIDTH
R
n-Value
NUMBER
STRESS
CFS
FT
FT
FT
ft/ft
FPS
#/SF
**** 1
100.
0.36
102.2
0.36 0.005210 0.0199
2.73
0.80
0.12
TABLE 8-2. FLOW DISTRIBUTION.
Q = 100.000
ALFA= 1.009
________________________________________________________________________________
STATION INC.
area
perm
r=
Ks
n
vel
taup
CMT
%Q
sqft
ft
a/p
ft
value
fps
#/sf
-80.0
0.21
0.2
1.1
0.17 0.5000
0.0305 1.09 0.0188
RS
-50.0
99.57
36.2
100.0
0.36 0.8252E-01 0.0198 2.75 0.0710
RTB
50.0
0.21
0.2
1.1
0.17 0.5000
0.0305 1.09 0.0188
RS
80.0
_____ _________ _______ ------ ---------- ------ ----- -------
100.00
36.6
102.3
0.36 0.8433E-01 0.0199 2.73 0.0704
________________________________________________________________________________
**** N
Q
WS
TOP COMPOSITE
SLOPE COMPOSITE VEL
FROUDE
SHEAR
ELEV
WIDTH
R
n-Value
NUMBER
STRESS
CFS
FT
FT
FT
ft/ft
FPS
#/SF
**** 2
1000.
1.27
107.6
1.26 0.005210 0.0165
7.59
1.20
0.41
TABLE 8-2. FLOW DISTRIBUTION.
Q = 1000.00
ALFA= 1.040
________________________________________________________________________________
STATION INC.
area
perm
r=
Ks
n
vel
taup
CMT
%Q
sqft
ft
a/p
ft
value
fps
#/sf
-80.0
0.61
2.4
4.0
0.60 0.5000
0.0305 2.51 0.0621
RS
-50.0
98.79
126.9
100.0
1.27 0.2412E-01 0.0161 7.79 0.3495
RUB
50.0
0.61
2.4
4.0
0.60 0.5000
0.0305 2.51 0.0621
RS
80.0
_____ _________ _______ ------ ---------- ------ ----- -------
100.00
131.7
108.0
1.26 0.2776E-01 0.0165 7.59 0.3359
________________________________________________________________________________
87
Chapter 6
Input Requirements and Program Output for SAM.hyd
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