EM 1110-2-1100 (Part III)
30 Apr 02
Example Problem III-2-7 (Continued)
Output from NMLONG and Calculation of Cross-shore Distribution of Longshore
Transport for Example Problem III-2-7
Cross-shore
qx(y)/kq
Depth
Wave
Longshore
d
Coordinate
Height
current speed
(kg m2/sec4)
(m)
(m)
H (m)
(m/sec)
110
0.09
0.20
0.20
83.3
112
-0.04
0.26
0.22
41.6
114
-0.14
0.32
0.25
40.8
126
-0.66
0.67
0.39
80.4
128
-0.74
0.74
0.39
82.9
130
-0.83
0.82
0.39
99.1
132
-0.91
0.90
0.34
89.4
134
-1.00
0.98
0.26
72.0
136
-1.08
0.96
0.20
- 6.9
148
-1.52
0.90
0.05
- 0.6
150
-1.55
0.89
0.04
- 0.7
152
-1.59
0.89
0.03
0.2
160
-1.73
0.87
0.02
- 0.4
162
-1.76
0.87
0.02
0.10
164
-1.79
0.87
0.02
0.10
178
-1.93
0.85
0.07
- 0.4
180
-1.91
0.85
0.08
- 0.3
182
-1.90
0.86
0.10
2.0
204
-1.80
1.10
0.51
37.5
210
-1.84
1.14
0.54
67.0
212
-1.89
1.18
0.56
72.2
238
-2.76
1.77
0.74
149.5
240
-2.83
1.83
0.74
179.7
242
-2.89
1.88
0.74
152.6
256
-3.18
2.34
0.63
223.8
258
-3.20
2.42
0.59
215.2
260
-3.21
2.42
0.53
2.3
278
-3.39
2.39
0.19
1.5
280
-3.41
2.39
0.17
1.4
282
-3.43
2.38
0.15
- 5.2
Example Problem III-2-7 (Sheet 3 of 4)
III-2-46
Longshore Sediment Transport
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