Estimate the missing precipitation data at station D with the given data in the table below. Give your answer to the nearest hundredths. Problem 2 Annual Precipitation (mm) Monthly Precipitation (mm) Gage A 420 26 В 370 23 C 470 32 400 ? 380 21

Estimate the missing precipitation data at station D with the given data in the table below. Give your answer to the nearest hundredths. Problem 2 Annual Precipitation (mm) Monthly Precipitation (mm) Gage A 420 26 В 370 23 C 470 32 400 ? 380 21

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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ASSIGNMENT 2 The isohyets of a particular catchment area together with the area between two isohyets are given in the table below. Compute the mean areal precipitation using the Isohyetal method. Isohyets 127.0 to 139.7 to 152.4 to 165.1 to 177.8 to 190.5 to |(cm) 139.7 152.4 165.1 177.8 190.54 203.2 Area 181 388 337 311 104 26 (km?)
The ordinates of a 12-h unit hydrograph are as given below: Time (h) 0 12 12-h UH 0 32 24 36 48 60 72 84 96 130 126 98 75 50 77 69 108 30 120 132 15 70 ordinates (m3/s) A storm had three successive 12-h intervals of rainfall magnitude of 3.5, 10.2 and 20.3 cm, respectively. Assuming a q- index of 0.15 cm/h and a base flow of 50 m³/s, determine and plot the resulting (flood) hydrograph of flow.
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The precipitation heights recorded with a printed precipitation scale during successive time intervals during a rainstorm are given in the table below. Accordingly, plot the duration-intensity (connection) graph of this precipitation event.
I need the answer as soon as possible
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Determine average precipitation using arithmetic mean method
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Hyetograph is the relation between? a. Sum of direct and base flow with time b. Precipitation with time c. Effective precipitation with time d. Net and effective precipitation What correct answer?