TLF.Given the following 6-hr. Unit hydrograph. Astormhad three Successive 6 hr intervals of rainfall...magnitude of 3.5 and 4 cm respectively.... Assuminga $ Index of a2 cm/hr and a base flow. 30.m³Determine the resulting hydrograph of flow.p seSecTime chriO 6 12 18 24 30 36 42 48 54 60 666hr.UH (m³/s) 0 250 600 800 700 6001450 320 200 100 500الممسوحة ضوئيا بـ CamScannerTwo Storms each of 6 hr duration and having..Rainfall excess...Values of 3cm. and 2cm. respectively....ccure... Successively. Calculate the resulting.. of...direct.Runoff hydrograph. if the 6-hrs.unit hydra.graph..for...the catchment is given below.....TimeChr)6-hrUH(m³/s)6 12 18 24 30 36 42 48 54 60 6625 50 85 125 160 185 110 6036 30 25

Answered: Image /qna-images/answer/36d7a85c-7689-4732-b4f7-6424439fdf67.jpg

L F. Given the following 6-hr Unit hydrograph. Astorm had three Successive 6 hr intervals of rainfall... magnitude of 3.5 and 4 cm respectively... Assuming a $ Index of a2 cm/hr and a base flow. 30.m³ Determine the resulting hydrograph of flow.p se Sec Time chri O 6 12 18 24 30 36 42 48 54 60 66 6hr.UH (m³/s) 0 250 600 800 700 6001450 320 200 100 500

L F. Given the following 6-hr Unit hydrograph. Astorm had three Successive 6 hr intervals of rainfall... magnitude of 3.5 and 4 cm respectively... Assuming a $ Index of a2 cm/hr and a base flow. 30.m³ Determine the resulting hydrograph of flow.p se Sec Time chri O 6 12 18 24 30 36 42 48 54 60 66 6hr.UH (m³/s) 0 250 600 800 700 6001450 320 200 100 500

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Problem-1 A watershed is divided into sections as shown below. Runoff from each section will contribute to flow at gauge G as indicated in the table. For an excess rainfall intensity of 0.5 in/hr falling uniformly for 5 hrs, determine the resulting direct runoff hydrograph (DRO). D A C D Area [ac] 150 250 350 200 Time to G [hr] 2 4 G
Please solve it again because previous solutions were wrong.
Engineering hydrology
6.4. The direct runoff hydrograph resulting from a 5cm of effective rainfall of 6hr duration is given below. Determine the area of the catchment and the ordinates of the 6hr UH. Time (hr) 6 12 18 24 30 36 42 48 54 60 66 72 Direct runoff 0 25 175 320 360 310 230 165 105 60 30 10 0 (m³/s) Ans. Area of the catchment =773.28km² The ordinates of 6hr UH at 6hr intervals are (0,5,35,64,72,62,46,33,21,12,6,2,0)
hydrology engineering
Answer = 1130 cfs
Show full solution.According to rainfall data collected by a laboratory during storm events, the precipitation level in inches (X) varies jointly with runoff in cubic feet per second (Y). The joint probability mass function (PMF) of both variables are given by the following Table: Y 1 2 3 10 0.05 0.15 0 20 0.1 0.25 0.25 30 0 0.1 0.1 a. Determine and plot the marginal PMF of runoff.b. Determine the correlation coefficient between X and Y.
2 %V9 li. 3 (9 This question requires one response per row The base flow for this direct runoff hydrograph is: 0 4 8h o Index = 0.135 cm/h Rainfall excess = 5.52 cm 30 25 20 15 Direct runoff 5.52 cm 10 A Base flow -6 0 12 18 24 30 36 42 48 54 60 66 Time in hours -6 8 5.52 48 Discharge (m/s) 3.26 cm 2.26cm
A storm produced rainfall depths of 3.5, 7.5, 5.5 cm on the drainage basin of area 104 km² in the three successive time period of 6 hr each. Assuming a base flow of 15 m³/s and -index of 0.25 cm/hr. Compute total run off hydrograph resulting from this storm? Time(hr) 0369 12 15 18 21 24 UH (m/s) 0 25 50 85 125 160 185 172.5 160 27 30 36 42 48 54 135 110 60 36 25 16
Subject water resource