Abstract
In this paper, the transient flow in a rectangular open channel has been studied for different conditions. The velocity and depth of water have been calculated at different sections in the channel. A computer program (Channel) was developed to solve the mathematical model using characteristic method .The initial conditions have been calculated using Runge-Kutta method.
The article was added to IASJ on 2012-04-06
1478 Total full text downloads since the date of addition
Year |
Total |
Jan |
Feb |
Mar |
Apr |
May |
Jun |
Jul |
Aug |
Sep |
Oct |
Nov |
Dec |
2024 |
6 |
4 |
2 |
|
|
|
|
|
|
|
|
|
|
2023 |
35 |
2 |
1 |
3 |
1 |
6 |
2 |
2 |
4 |
2 |
8 |
2 |
2 |
2022 |
43 |
6 |
2 |
4 |
4 |
4 |
3 |
4 |
8 |
3 |
1 |
3 |
1 |
2021 |
56 |
6 |
6 |
1 |
1 |
10 |
15 |
2 |
3 |
2 |
3 |
4 |
3 |
2020 |
40 |
4 |
3 |
2 |
5 |
2 |
3 |
3 |
1 |
5 |
6 |
4 |
2 |
2019 |
30 |
|
2 |
1 |
4 |
2 |
6 |
4 |
2 |
3 |
4 |
1 |
1 |
2018 |
26 |
|
2 |
|
|
1 |
5 |
2 |
6 |
2 |
5 |
|
3 |
2017 |
38 |
1 |
7 |
4 |
7 |
3 |
|
2 |
1 |
1 |
2 |
2 |
8 |
2016 |
90 |
|
|
9 |
29 |
5 |
9 |
1 |
7 |
4 |
14 |
10 |
2 |
2015 |
379 |
30 |
26 |
45 |
41 |
60 |
32 |
12 |
20 |
14 |
48 |
37 |
14 |
2014 |
397 |
14 |
22 |
23 |
29 |
24 |
47 |
30 |
41 |
32 |
59 |
34 |
42 |
2013 |
243 |
30 |
31 |
21 |
36 |
24 |
4 |
18 |
16 |
10 |
9 |
14 |
30 |
2012 |
95 |
|
|
|
|
|
|
18 |
14 |
6 |
8 |
15 |
34 |
Usage is updated on a monthly basis.