**** 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
**** 3
5000.
3.42
120.5
3.36 0.005210 0.0181
13.26
1.28
1.09
TABLE 8-2. FLOW DISTRIBUTION.
Q = 5000.00
ALFA= 1.100
________________________________________________________________________________
STATION INC.
area
perm
r=
Ks
n
vel
taup
CMT
%Q
sqft
ft
a/p
ft
value
fps
#/sf
-80.0
1.71
17.5
10.8
1.62 0.5000
0.0305 4.86 0.1680
RS
-50.0
96.59
342.0
100.0
3.42 0.3042E-01 0.0172 14.12 0.9019
RUB
50.0
1.71
17.5
10.8
1.62 0.5000
0.0305 4.86 0.1680
RS
80.0
_____ _________ _______ ------ ---------- ------ ----- -------
100.00
377.1
121.6
3.36 0.4422E-01 0.0181 13.26 0.8150
________________________________________________________________________________
TABLE 8-4. HYDRAULIC PARAMETERS FOR SEDIMENT TRANSPORT
Q STRIP STRIP
---EFFECTIVE---
SLOPE
n-
EFF.
Froude
TAU
NO
NO
Q
WIDTH
DEPTH
VALUE
VEL.
NO
Prime
CFS
FT
FT
FT/FT
FPS
#/SF
1
1
100.
101.3
0.36 0.005210 0.0198
2.74
0.80
0.071
2
1
1000.
104.4
1.25 0.005210 0.0161
7.64
1.20
0.339
3
1
5000.
112.1
3.32 0.005210 0.0172 13.45
1.30
0.834
4
1
10000.
118.6
4.98 0.005210 0.0177 16.94
1.34
1.211
5
1
20000.
128.5
7.38 0.005210 0.0183 21.09
1.37
1.729
TABLE
8-5.
EQUIVALENT HYDRAULIC PROPERTIES FOR OVERBANKS AND CHANNEL
DISTRIBUTED USING CONVEYANCE
N
STRIP
HYDRAULIC
MANNING .........SUBSECTION...........
NO
RADIUS
n-VALUE DISCHARGE
AREA
VELOCITY
ft
cfs
sqft
fps
1
1
0.36
0.0198
100.00
36.61
2.73
2
1
1.22
0.0161
1000.00
131.71
7.59
3
1
3.10
0.0172
5000.00
377.08
13.26
4
1
4.53
0.0177
10000.00
602.54
16.60
5
1
6.51
0.0183
20000.00
976.11
20.49
...END OF JOB...
General Tables The banner will reflect the version and date of the particular
code being used. Table 1 simply echoes the input. Table 2-1 gives information
on the cross-section properties before any calculations are made. Table 2-2