fter You have calculated the outflow from the reservoir on the first part Now, your goal is to route this hydrograph over the channel section downstream and calculate the hydrograph using the Muskingum method assuming the following parameters: K = 3 hours and x = 0.04
fter You have calculated the outflow from the reservoir on the first part Now, your goal is to route this hydrograph over the channel section downstream and calculate the hydrograph using the Muskingum method assuming the following parameters: K = 3 hours and x = 0.04
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
After You have calculated the outflow from the reservoir on the first part Now, your goal is to route this hydrograph over the channel section downstream and calculate the hydrograph using the
Muskingum method assuming the following parameters: K = 3 hours and x = 0.04.
![Solve the reservoir routing problem using the reservoir storage-outflow relationship. You can
either use excel or solve it by hand considering this incoming flow. Consider that the initial
water level in the reservoir is 548m.
Table 1. Reservoir Inflow
Time (t)
Inflow (1)
[hrs]
[m³/s]
(1)
(2)
0
15
1
90
2
460
3
620
4
740
5
820
6
490
7
350
8
300
9
240
10
190
11
160
12
130
13
110
14
90
15
60
16
50
17
40
18
25
19
10
20
0
21
0
22
0
23
0
24
0
25
0](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb29ff817-7b8d-4056-886e-42f43ca6da22%2F0e194689-6924-408c-a69e-b24e75be79a8%2Fnr6wm3t_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Solve the reservoir routing problem using the reservoir storage-outflow relationship. You can
either use excel or solve it by hand considering this incoming flow. Consider that the initial
water level in the reservoir is 548m.
Table 1. Reservoir Inflow
Time (t)
Inflow (1)
[hrs]
[m³/s]
(1)
(2)
0
15
1
90
2
460
3
620
4
740
5
820
6
490
7
350
8
300
9
240
10
190
11
160
12
130
13
110
14
90
15
60
16
50
17
40
18
25
19
10
20
0
21
0
22
0
23
0
24
0
25
0
![Table 2. Reservoir storage-outflow relationship
Elevation (h) Area (A)
Storage (S)
Head (H)
Outflow (0)
(25/At)+0
m]
[1000 m)
[m]
[m³/s]
[m³/s]
(1)
(2)
(3)
(4)
(5)
(6)
530
0
0
0
0.0
0
532
1,000
1,000
0
0.0
1
534
2,000
4,000
0
0.0
2
536
5,000
11,000
0
0.0
6
538
9,000
25,000
0
0.0
14
540
20,000
54,000
0
0.0
30
542
35,000
109,000
0
0.0
61
544
60,000
204,000
0
0.0
113
546
110,000
374,000
0
0.0
208
548
200,000
684,000
550
330,000
1,214,000
552
430,000
1,974,000
554
550,000
2,954,000
556
700,000
4,204,000
02468
0.0
380
56.4
731
159.5
1,256
292.9
1,934
451.0
2,787
558
1,000,000
5,904,000
10
630.3
3,910](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb29ff817-7b8d-4056-886e-42f43ca6da22%2F0e194689-6924-408c-a69e-b24e75be79a8%2F0ur2t7p_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Table 2. Reservoir storage-outflow relationship
Elevation (h) Area (A)
Storage (S)
Head (H)
Outflow (0)
(25/At)+0
m]
[1000 m)
[m]
[m³/s]
[m³/s]
(1)
(2)
(3)
(4)
(5)
(6)
530
0
0
0
0.0
0
532
1,000
1,000
0
0.0
1
534
2,000
4,000
0
0.0
2
536
5,000
11,000
0
0.0
6
538
9,000
25,000
0
0.0
14
540
20,000
54,000
0
0.0
30
542
35,000
109,000
0
0.0
61
544
60,000
204,000
0
0.0
113
546
110,000
374,000
0
0.0
208
548
200,000
684,000
550
330,000
1,214,000
552
430,000
1,974,000
554
550,000
2,954,000
556
700,000
4,204,000
02468
0.0
380
56.4
731
159.5
1,256
292.9
1,934
451.0
2,787
558
1,000,000
5,904,000
10
630.3
3,910
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