2. A rectangular channel on a 0.003 slope is constructed of glass. The channel is 10 ft wide. The flow rate is 400 ft³/s
Posted: Wed May 04, 2022 9:30 am
2. A rectangular channel on a 0.003 slope is constructed of glass. The channel is 10 ft wide. The flow rate is 400 ft³/s. Estimate the water depth. (Hint: You can use Excel Solver). (2.5 points)
IDF32 Calculation and Plot EA: Location: Fresno 41 at Mckinley Lat: 36.769 degree Long: 119.72 degree Elev: 300 feet Table 1. Data from IDF32 Run RP(2) RP(10) RP(25) RP(50) RP(100) RP(1000) Slope 0.44 0.77 0.93 1.04 1.16 1.87 -0.596 Table 2. IDF Curve for Various Return Periods (Intensities-in/h) Duration (Hrs) Duration (min) RP(2) RP(10) RP(25) RP(50) RP(100) RP(1000) 0.0833 5 1.935 3.387 4.091 4.574 5.102 8.225 0.1667 10 1.280 2.240 2.705 3.025 3.374 5.440 0.25 15 1.005 1.759 2.125 2.376 2.650 4.272 0.5 30 0.665 1.164 1.406 1.572 1.753 2.827 1 60 0.440 0.770 0.930 1.040 1.160 1.870 120 0.291 0.509 0.615 0.688 0.767 1.237 240 0.193 0.337 0.407 0.455 0.508 0.818 480 0.127 0.223 0.269 0.301 0.336 0.542 960 0.084 0.148 0.178 0.199 0.222 0.358 1440 0.066 0.116 0.140 0.156 0.175 0.281 24862 16 06-432100 Mar
Rainfall Intensity (in/h) 4.5 4 3.5 3 2.5 2 1.5 1 0.5 0 0.0000 Intensity Curve for 25 Year Period 5.0000 10.0000 15.0000 20.0000 25.0000 30.0000 Duration (h)
IDF32 Calculation and Plot EA: Location: Fresno 41 at Mckinley Lat: 36.769 degree Long: 119.72 degree Elev: 300 feet Table 1. Data from IDF32 Run RP(2) RP(10) RP(25) RP(50) RP(100) RP(1000) Slope 0.44 0.77 0.93 1.04 1.16 1.87 -0.596 Table 2. IDF Curve for Various Return Periods (Intensities-in/h) Duration (Hrs) Duration (min) RP(2) RP(10) RP(25) RP(50) RP(100) RP(1000) 0.0833 5 1.935 3.387 4.091 4.574 5.102 8.225 0.1667 10 1.280 2.240 2.705 3.025 3.374 5.440 0.25 15 1.005 1.759 2.125 2.376 2.650 4.272 0.5 30 0.665 1.164 1.406 1.572 1.753 2.827 1 60 0.440 0.770 0.930 1.040 1.160 1.870 120 0.291 0.509 0.615 0.688 0.767 1.237 240 0.193 0.337 0.407 0.455 0.508 0.818 480 0.127 0.223 0.269 0.301 0.336 0.542 960 0.084 0.148 0.178 0.199 0.222 0.358 1440 0.066 0.116 0.140 0.156 0.175 0.281 24862 16 06-432100 Mar
Rainfall Intensity (in/h) 4.5 4 3.5 3 2.5 2 1.5 1 0.5 0 0.0000 Intensity Curve for 25 Year Period 5.0000 10.0000 15.0000 20.0000 25.0000 30.0000 Duration (h)