Develop the Type II 24-hr storm for a 24-hr rainfall of 7.6 in. Provide in Canvas the cumulative depth of rainfall that occurs athour 10 for your storm. If this is a quiz or exam upload your entire table.Hour24-hour storm rainfall of 1 inType I Type 1A Type II Type II0.0350.0760.050.0220.0480.020.0430.0720.0890.11540.1250.1560.1940.1160.2060 2680.080.0980.4250.120 2190 2540.3030.3620.5150.5830.624850.480.1330.520.550.5640.130.1480.1670 1780.1479.501639.750.172100.5770.1810.18910.50.6010.2040.216110 23502830.6240.2511.511.750.6540.6450 2980.6690.6820.7060.7270.7480.7670.65503570.339050.702120.6640.66312.50.6830.7350.7010.7190.736130.7720.75113.5141620240.7990.7850.8110.8860.9570.820.80.9060.880.9520.830.926

Cumulative depth of rainfall of type II for 10 hrs storm below the table:-

Develop the Type II 24-hr storm for a 24-hr rainfall of 7.6 in. Provide in Canvas the cumulative depth of rainfall that occurs at hour 10 for your storm. If this is a quiz or exam upload your entire table. 24-hour storm, rainfall of 1 in Hour Type I Type 1A Type II Type III 0.035 4 2 0.05 0.116 0.206 0.268 0.425 0.48 0.52 0.022 0.076 0.125 0.156 0.02 0.043 0.072 0.048 0.08 0.098 0.089 0.115 0.13 0.194 0.12 85 0.219 0.254 0.303 0.362 10 0.133 0.147 0.148 95 0.55 0163 0 167 9.75 0.564 0.172 0 178 0.515 0.583 0.577 0.189 0.216 0.25 0.298 0.181 10.5 0 601 0.624 0.645 0.655 0.664 0.204 11 0.624 0235 11.5 11.75 12 12.5 0.654 0283 0.669 0.682 0.706 0357 0.663 0.735 0.339 0.683 0.702 0.751 0.785 0.811 0.886 0.957 13 0.727 0.701 0.772 13.5 14 16 0.748 0.719 0.799 0.767 0.736 0.8 0.906 0.82 0.83 0.88 20 0.926 24 0.952

Develop the Type II 24-hr storm for a 24-hr rainfall of 7.6 in. Provide in Canvas the cumulative depth of rainfall that occurs at hour 10 for your storm. If this is a quiz or exam upload your entire table. 24-hour storm, rainfall of 1 in Hour Type I Type 1A Type II Type III 0.035 4 2 0.05 0.116 0.206 0.268 0.425 0.48 0.52 0.022 0.076 0.125 0.156 0.02 0.043 0.072 0.048 0.08 0.098 0.089 0.115 0.13 0.194 0.12 85 0.219 0.254 0.303 0.362 10 0.133 0.147 0.148 95 0.55 0163 0 167 9.75 0.564 0.172 0 178 0.515 0.583 0.577 0.189 0.216 0.25 0.298 0.181 10.5 0 601 0.624 0.645 0.655 0.664 0.204 11 0.624 0235 11.5 11.75 12 12.5 0.654 0283 0.669 0.682 0.706 0357 0.663 0.735 0.339 0.683 0.702 0.751 0.785 0.811 0.886 0.957 13 0.727 0.701 0.772 13.5 14 16 0.748 0.719 0.799 0.767 0.736 0.8 0.906 0.82 0.83 0.88 20 0.926 24 0.952

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 2. The ordinates of a 6-hour unit hydrograph are given. A storm had three successive 6-hour…

A: Solution: Given Data: A storm had three successive 6 hr, the interval of rainfall magnitude of 3,5…

Q: Explain the steps for checking rainfall data consistency.

A: Rainfall data consistency check. Rainfall data is obtained generally through raingauge stations.…

Q: subject

A: Here is the hyetograph of the storm. Each bar represents the rainfall intensity for its…

Q: CE 141-2 HW2-A The mass curve of rainfall in a storm of total duration 90 minutes is given below.…

Q: Given: the IDF-curve shown in the Figure below, answer the following questions: a) Intensity for…

Q: The data in Table 1 and Table 2 show the monthly precipitation (P) and evapotranspiration (E) for…

A: We have the monthly precipitation (P) and evaporation (E) For the given two city in the format of…

Q: The intensity of rain fall and the time interval of a typical storm are Time interval (minutes)…

A: Given data:

Q: The rainfall intensity or each 30 minute period are given below for a storm. The basin area is 5…

Q: Hope your help hydraulic CEE 340

Q: The normal annual precipitation of five rain gauge stations A, B, C, D and E respectively 120, 100,…

A: Given:- N1= 120,P1=13.0 N2=100,P2=9.0 N3=75,P3=6.0 N4=110,P4=10.5 N5=130 To find:- Rainfall at…

Q: 10. Problema 9.22 (Chin, edited) The precipitation resulting from a 25-year 24-hour storm in Miami,…

Q: What is the 30 minute maximum rainfall intensity in in/hr? Refer to the Table below to answer the…

A: Given: Maximum rainfall intensity is defined for a given period of time, the ratio of the magnitude…

Q: 2. The normal annual precipitation of five rain gauge stations P, Q, R, S and T are 125, 102, 76,…

A: Given data Normal precipitation at station:- P(Np)=125cm Q(Nq)=102 cm R(Nr) =76 cm S(Ns) = 113…

Q: For a 14 hours storm, accumulated rainfall is given below. Time (hours) 02 4 6 8 10 12 14…

A: For a 14-hour storm,

Q: The 1-hr unit hydrograph of a catchment is given in Table 4.1. Meteorological observations from a…

A: a) Calculation of catchment area: Using the following relation catchment area can be calculated:

Concept explainers

Probability, risk and uncertainty analysis for hydrological design

It gives a framework that is financially critical for finding the exceptional designs of hydrological systems with a reduced cost in total inclusive of the project cost and the disaster mitigation cost. But there would be hardly any assessment of a decent quality damage function. Hence, errors in demonstrating the hydrologic events, incorrect model parameters, and so on may occur. Here, we will discuss a specific hydrological design that of a detention basin for studying and understanding the risk-based procedure, uncertainties, and probability analysis by following a systematic framework.

Question

Develop the Type II 24-hr storm for a 24-hr rainfall of 7.6 in. Provide in Canvas the cumulative depth of rainfall that occurs at
hour 10 for your storm. If this is a quiz or exam upload your entire table.
Hour
24-hour storm rainfall of 1 in
Type I Type 1A Type II Type II
0.035
0.076
0.05
0.022
0.048
0.02
0.043
0.072
0.089
0.115
4
0.125
0.156
0.194
0.116
0.206
0 268
0.08
0.098
0.425
0.12
0 219
0 254
0.303
0.362
0.515
0.583
0.624
85
0.48
0.133
0.52
0.55
0.564
0.13
0.148
0.167
0 178
0.147
9.5
0163
9.75
0.172
10
0.577
0.181
0.189
10.5
0.601
0.204
0.216
11
0 235
0283
0.624
0.25
11.5
11.75
0.654
0.645
0 298
0.669
0.682
0.706
0.727
0.748
0.767
0.655
0357
0.339
05
0.702
12
0.664
0.663
12.5
0.683
0.735
0.701
0.719
0.736
13
0.772
0.751
13.5
14
16
20
24
0.799
0.785
0.811
0.886
0.957
0.82
0.8
0.906
0.88
0.952
0.83
0.926

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Probability, risk and uncertainty analysis for hydrological design

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

3. Determine the direct runoff, the P-index, and the excess rainfall hyetograph for the storm given below. The water shed is 7.0 mi?. Label x and y axis for your graph. The baseflow is 300 cfs. Precipitation Time Set A Set B Set C Streamflow hr in in in cfs 0.00 0.00 0.00 150 0.5 0.10 0.10 0.10 180 1.0 0.40 0.40 0.40 200 1.5 1.50 1.60 1.70 800 2.0 2.50 2.60 2.70 2000 2.5 2.00 2.10 2.20 5000 3.0 0.40 0.40 0.40 9000 3.5 0.10 0.10 0.10 10000 4.0 8000 4.5 4000 5.0 2500 5.5 1800 6.0 1100 6.5 700 7.0 300 7.5 290 8.0 270
Assuming an initial loss of 30 mm and continuing loss of 5 mm/h, what is the excess rainfall for the rainfall measurement given below Depth Time (mm) (hrs) of rainfall 1 2 3 4 5 6 7 5.86 13 13 3068 16.79 10.53 1.3. 59
please make sure answer correct.
PLEASE INCLUDE ALL SOLUTIONS.Rain gauge X was out of operation for a month during which there was a storm. The rainfall amounts at three (3) adjacent stations, A, B, and C were 4.2, 3.7, and 4.9 in., respectively. The average annual precipitation amounts for the gauges are X = 36.5 in, A = 42.1 in, B = 37.1 in., and C = 39.8 in. If plotted in an x-y plane (unit of miles) with gauge X in the origin, the coordinates of other stations are as follows: A: (3,7); B: (4,6); and C: (5,9). Estimate the missing rainfall data of Gauge X.
Use excel to solve and show steps clearly please
Runoff data have been collected for a 4-hour storm over a 120 acre watershed as indicated in the table. If the total volume of water infiltrated during the storm was 3.0 Ac-ft and the Phi Index is 0.1 in/hr, sketch the rainfall hyetograph with EVERYTHING labeled appropriately. Also, report the depth and volume of precipitation (in inches and Ac-ft, respectively) for each 1-hour period.
WATER RESOURCES ENGINEERING A 6-hour storm event occured in the study basin. You were able to measure precipitiation and infiltration data, but not streamflow. Using the precipitation and and infiltration data and the unit hydrograph, estimate the total streamflow during and after this storm event. Calculate stream flow for each time step until the total streamflow is equal to the baseflow of 35 m3/s. Please refer to attached images of data tables:
Determine the storm hydrograph resulting from the rainfall pattern below using the triangular 1-hr UH. 5.0 2.0 1.8 4.0 1.6 1.4 3.0 1.2 1.0 2.0 0.8 0.6 1.0 0.4 0.2 0.0 0.0 1 2 3 4 2 4 3 Time [hr] 1 6. Time [hr] Rainfall Intensity [in./hr] Flow[cfs] ㅇ864200으
Q2(b) A rainfall event having 10-min cumulative rainfall record is given in TABLE Q2(b). Develop rainfall 'DEPTH' hyetograph with 20-min time interval for the storm event. Change 'DEPTH' to 'INTENSITY'
Q2 (b) A 240-minute storm is recorded with the mass curve in Table Q2-2. (i) Calculate the incremental depth of rainfall in the interval and intensity. (ii) Draw the hyetograph of the storm at 30-minute interval with graph paper in Appendix 1. (iii) Calculate the maximum intensity-duration.
i have to submit this question ASAP can you please help me with it ? thank you
Consider a rainfall event having 5-min cumulative rainfall records as follows: 10 15 20 25 30 Time (min) Cumulative rainfall (mm) Time (min) Cumulative rainfall (mm) Time (min) Cumulative rainfall (mm) (a) What is the duration of the entire rainfall event and the corresponding total rainfall amount? (b) Find the rainfall depth hyetograph (in tabular form) with 10-min time interval for the storm event [Hints: Consider all 10-min intervals as follows: 0-10, 5-15, 10-20, 15-25, 20-30, 25-35, 30-40, 35-45, 40-50, 45-55, 50-60, 55-65, 60-70, 65-75, 70-80, 75-85, and 80-90 min]. (c) Find the maximum 10-min average rainfall intensities (in mm/hr) for the storm event. 5 7 14 23 34 45 58 35 40 45 50 55 60 65 71 81 91 100 110 119 125 70 75 80 85 90 131 136 140 140 140