**********************************************************
*
*
*
PLANFORM GEOMETRY FOR A MEANDERING SAND-BED STREAM
*
*
*
**********************************************************
MAXIMUM
WAVE
MEANDER
DEFLECTION
LENGTH
LENGTH
SINUOSITY
ANGLE-DEG
AMPLITUDE
100.00
600.00
6.00
120.371
236.90
COORDINATES ALONG ONE MEANDER WAVELENGTH
ALONG THE
DEFLECTION
PERPENDICULAR TO
ALONG THE
CHANNEL
ANGLE
VALLEY SLOPE
VALLEY SLOPE
DEGREES
S
THETA
Y
X
0.00
120.37
0.00
0.00
6.00
120.13
5.20
-3.03
12.00
119.42
10.43
-6.02
18.00
118.24
15.70
-8.93
24.00
116.59
21.04
-11.70
30.00
114.48
26.47
-14.29
36.00
111.92
32.01
-16.66
42.00
108.92
37.65
-18.76
48.00
105.48
43.39
-20.54
54.00
101.63
49.24
-21.95
60.00
97.38
55.18
-22.95
66.00
92.75
61.17
-23.48
72.00
87.75
67.18
-23.50
78.00
82.40
73.17
-22.99
84.00
76.73
79.09
-21.90
90.00
70.75
84.86
-20.21
96.00
64.50
90.42
-17.93
102.00
57.99
95.69
-15.03
108.00
51.25
100.59
-11.55
114.00
44.31
105.04
-7.52
120.00
37.20
108.96
-2.96
126.00
29.94
112.28
2.04
132.00
22.56
114.94
7.43
138.00
15.09
116.87
13.12
144.00
7.56
118.05
19.01
150.00
0.00
118.45
25.00
156.00
-7.56
118.05
30.99
162.00
-15.09
116.87
36.88
168.00
-22.56
114.94
42.57
174.00
-29.94
112.28
47.96
180.00
-37.20
108.96
52.96
186.00
-44.31
105.03
57.52
192.00
-51.25
100.58
61.55
198.00
-57.99
95.68
65.03
204.00
-64.50
90.42
67.93
210.00
-70.75
84.86
70.21
216.00
-76.73
79.09
71.90
222.00
-82.40
73.17
72.99
228.00
-87.75
67.18
73.50
234.00
-92.75
61.17
73.48
240.00
-97.38
55.18
72.95
246.00
-101.63
49.24
71.95
252.00
-105.48
43.39
70.54
258.00
-108.92
37.65
68.76
264.00
-111.92
32.01
66.66
270.00
-114.48
26.47
64.29
276.00
-116.59
21.04
61.70
282.00
-118.24
15.70
58.93
288.00
-119.42
10.43
56.02
122
Chapter 6
Input Requirements and Program Output for SAM.hyd
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