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A detailed analysis of a rectangular channel design, focusing on hydraulic calculations and data analysis. It includes calculations for the flow rate, channel dimensions, and hydraulic parameters, demonstrating the application of engineering principles in practical scenarios. The document utilizes various methods and formulas, including the rational method, manning's equation, and the temez formula, to determine the optimal channel dimensions and ensure efficient water flow.
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CALCULO DE DIMENSIONES DE CUNETA RECTANGULAR
TRAMO 2
Duración TR2 TR5 TR10 TR30 TR50 TR75 TR100 TR200 TR500 TR
1-hr
2-hr 10.4 (9.8-11.4) 11.9 (11.1-13.0)
3-hr 8.0 (7.5-8.8) 9.1 (8.5-10.1) 10.1 (9.4-11.1) 11.8 (10.9-13.0) 12.7 (11.7-14.0)
4-hr 6.7 (6.3-7.3) 7.6 (7.1-8.4) 8.4 (7.8-9.2) 9.8 (9.1-10.8) 10.5 (9.7-11.7)
5-hr 5.8 (5.4-6.3) 6.6 (6.1-7.2) 7.3 (6.8-8.0) 8.5 (7.9-9.4) 9.1 (8.4-10.1) 9.7 (8.9-10.7) 10.1 (9.3-11.2)
6-hr 5.1 (4.8-5.6) 5.9 (5.5-6.4) 6.5 (6.0-7.1) 7.5 (7.0-8.3) 8.1 (7.5-9.0) 8.6 (7.9-9.5) 8.9 (8.2-9.9) 9.9 (9.1-11.0)
7-hr 4.7 (4.4-5.1) 5.3 (5.0-5.8) 5.8 (5.4-6.4) 6.8 (6.3-7.6) 7.3 (6.8-8.1) 7.8 (7.2-8.6) 8.1 (7.5-9.0) 8.9 (8.2-10.0) 10.2 (9.3-11.4)
8-hr 4.3 (4.0-4.7) 4.9 (4.5-5.4) 5.4 (5.0-5.9) 6.3 (5.8-6.9) 6.7 (6.2-7.5) 7.1 (6.6-7.9) 7.4 (6.9-8.3) 8.2 (7.5-9.1) 9.3 (8.5-10.4) 10.3 (9.4-11.5) 9-hr 4.0 (3.7-4.3) 4.5 (4.2-5.0) 5.0 (4.6-5.5) 5.8 (5.4-6.4) 6.2 (5.8-6.9) 6.6 (6.1-7.3) 6.9 (6.4-7.7) 7.6 (7.0-8.5) 8.7 (7.9-9.7) 9.6 (8.7-10.7) 10-hr 3.7 (3.5-4.1) 4.2 (3.9-4.6) 4.6 (4.3-5.1) 5.4 (5.0-6.0) 5.8 (5.4-6.5) 6.2 (5.7-6.9) 6.4 (5.9-7.2) 7.1 (6.5-7.9) 8.1 (7.4-9.0) 8.9 (8.1-10.0) 11-hr 3.5 (3.3-3.8) 4.0 (3.7-4.4) 4.4 (4.1-4.8) 5.1 (4.7-5.7) 5.5 (5.1-6.1) 5.8 (5.4-6.5) 6.1 (5.6-6.7) 6.7 (6.1-7.4) 7.6 (7.0-8.5) 8.4 (7.7-9.4) 12-hr 3.3 (3.1-3.6) 3.7 (3.5-4.1) 4.1 (3.9-4.6) 4.8 (4.5-5.3) 5.2 (4.8-5.8) 5.5 (5.1-6.1) 5.7 (5.3-6.4) 6.3 (5.8-7.0) 7.2 (6.6-8.0) 7.9 (7.2-8.9) 13-hr 3.1 (2.9-3.4) 3.6 (3.3-3.9) 3.9 (3.7-4.3) 4.6 (4.3-5.1) 4.9 (4.6-5.5) 5.2 (4.8-5.8) 5.4 (5.0-6.0) 6.0 (5.5-6.7) 6.8 (6.3-7.6) 7.5 (6.9-8.4) 14-hr 3.0 (2.8-3.3) 3.4 (3.2-3.7) 3.7 (3.5-4.1) 4.4 (4.1-4.8) 4.7 (4.3-5.2) 5.0 (4.6-5.5) 5.2 (4.8-5.8) 5.7 (5.3-6.4) 6.5 (6.0-7.3) 7.2 (6.6-8.1) 15-hr 2.9 (2.7-3.1) 3.2 (3.0-3.6) 3.6 (3.3-4.0) 4.2 (3.9-4.6) 4.5 (4.2-5.0) 4.8 (4.4-5.3) 5.0 (4.6-5.5) 5.5 (5.0-6.1) 6.2 (5.7-7.0) 6.9 (6.3-7.7) 16-hr 2.7 (2.6-3.0) 3.1 (2.9-3.4) 3.4 (3.2-3.8) 4.0 (3.7-4.4) 4.3 (4.0-4.8) 4.6 (4.2-5.1) 4.8 (4.4-5.3) 5.3 (4.8-5.9) 6.0 (5.5-6.7) 6.6 (6.0-7.4) 17-hr 2.6 (2.5-2.9) 3.0 (2.8-3.3) 3.3 (3.1-3.6) 3.9 (3.6-4.3) 4.2 (3.8-4.6) 4.4 (4.1-4.9) 4.6 (4.2-5.1) 5.1 (4.6-5.6) 5.8 (5.3-6.4) 6.4 (5.8-7.1) 18-hr 2.5 (2.4-2.8) 2.9 (2.7-3.2) 3.2 (3.0-3.5) 3.7 (3.4-4.1) 4.0 (3.7-4.4) 4.2 (3.9-4.7) 4.4 (4.1-4.9) 4.9 (4.5-5.4) 5.5 (5.1-6.2) 6.1 (5.6-6.9) 19-hr 2.4 (2.3-2.7) 2.8 (2.6-3.1) 3.1 (2.9-3.4) 3.6 (3.3-4.0) 3.9 (3.6-4.3) 4.1 (3.8-4.5) 4.3 (3.9-4.7) 4.7 (4.3-5.2) 5.4 (4.9-6.0) 5.9 (5.4-6.6) 20-hr 2.4 (2.2-2.6) 2.7 (2.5-3.0) 3.0 (2.8-3.3) 3.5 (3.2-3.9) 3.7 (3.5-4.1) 4.0 (3.7-4.4) 4.1 (3.8-4.6) 4.6 (4.2-5.1) 5.2 (4.7-5.8) 5.7 (5.2-6.4) 21-hr 2.3 (2.2-2.5) 2.6 (2.4-2.9) 2.9 (2.7-3.2) 3.4 (3.1-3.7) 3.6 (3.4-4.0) 3.8 (3.5-4.3) 4.0 (3.7-4.4) 4.4 (4.1-4.9) 5.0 (4.6-5.6) 5.5 (5.1-6.2) 22-hr 2.2 (2.1-2.4) 2.5 (2.4-2.8) 2.8 (2.6-3.1) 3.3 (3.0-3.6) 3.5 (3.3-3.9) 3.7 (3.4-4.1) 3.9 (3.6-4.3) 4.3 (3.9-4.8) 4.9 (4.5-5.4) 5.4 (4.9-6.0) 23-hr 2.2 (2.0-2.4) 2.5 (2.3-2.7) 2.7 (2.5-3.0) 3.2 (2.9-3.5) 3.4 (3.2-3.8) 3.6 (3.3-4.0) 3.8 (3.5-4.2) 4.2 (3.8-4.6) 4.7 (4.3-5.3) 5.2 (4.8-5.9) 24-hr 2.1 (2.0-2.3) 2.4 (2.2-2.6) 2.6 (2.5-2.9) 3.1 (2.9-3.4) 3.3 (3.1-3.7) 3.5 (3.3-3.9) 3.7 (3.4-4.1) 4.0 (3.7-4.5) 4.6 (4.2-5.2) 5.1 (4.6-5.7)
Intensidades de precipitación, para diferentes duraciones y periodos de retorno.
tiempo (hr) intensidad