CUANTIFICACION del transporte de sedimentos

CUANTIFICACION del transporte de sedimentos
DIRECCION
Ho
NORTE
KR
Hb
T
0.6
1.65
3.24
0.7
0.7
0.7
0.42
1.155
2.268
8
8
8
α1
RADIANES
35 0.61086524
32 0.55850536
30 0.52359878
Hb²
0.176
1.334
5.144
SEN (2α1)
0.9397
0.8988
0.8660
k=
α₀=
g=
C
(H/L)
0.0042
0.0116
0.0227
t
(seg)
6,307,200
3,153,600
1,576,800
Qs
(m³/Año)
35108.14
46172.66
43680.38
0.0000018 1.8X10-6 D-1/2
60
9.81
CUANTIFICACION del transporte de sedimentos
DIRECCION
N
Ho
KR
Hb
T
α1
RADIANES
Hb²
SEN (2α1)
1.06
2.74
4.26
0.93
0.93
0.93
0.9858
2.5482
3.9618
7
7
7
12.000
12.000
12.000
0.2094
0.2094
0.2094
0.972
6.493
15.696
0.4067
0.4067
0.4067
DIRECCION
NE
Ho
KR
Hb
T
α1
RADIANES
Hb²
SEN (2α1)
1.06
2.74
4.26
0.93
0.93
0.93
0.9858
2.5482
3.9618
7
7
7
74.770
74.770
74.770
1.3050
1.3050
1.3050
0.972
6.493
15.696
0.5069
0.5069
0.5069
DIRECCION
NW
Ho
KR
Hb
T
α1
RADIANES
Hb²
SEN (2α1)
1.06
2.74
4.26
0.93
0.93
0.93
0.9858
2.5482
3.9618
7
7
7
-74.320
-74.320
-74.320
-1.2971
-1.2971
-1.2971
0.972
6.493
15.696
-0.5204
-0.5204
-0.5204
k= ### 1.8X10-6 D-1/2
α₀=
60
g= 9.81
C
(H/L)
0.0129
0.0333
0.0518
C
(H/L)
0.0129
0.0333
0.0518
C
(H/L)
0.0129
0.0333
0.0518
%FREC
7.573
6.346
2.403
%FREC
11.663
3.034
0.000
%FREC
0.601
1.784
0.000
t
(seg)
2,388,221
1,892,160
7,568,640
∑
Qs
(m³/Año)
4546.46
9311.10
57905.52
71763.08
t
(seg)
6,307,200
3,153,600
1,576,800
∑
Qs
(m³/Año)
14964.96
19341.50
15035.55
49342.00
t
(seg)
6,307,200
3,153,600
1,576,800
∑
Qs
(m³/Año)
-15362.80
-19855.69
-15435.27
-50653.76
∑ALGEBRAICA
∑ABSOLUTA
70451.32
171758.84
70451.3225
171758.84
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