The ordinates of a 4-hour unit hydrograph for a particular basnordinates of the s-curve and therefrom the ordinates of 6-hiour ut4-hr UGO (cumec) Time (hr)3.below Deterrmine theTime (hr)4-hr UGO ( E110701225141001616018208.19020221017024

The ordinates of S curve and 6-hr Unit Hydrograph is shown in the table below.

The ordinates of a 4-hour unit hydrograph for a particular basn s gven pelow Determine the ordinates of the s-curve and therefrom the ordinates of 6-hiour uot vtiogr Time (hr) 4-hr UGO ( 110 70 4-hr UGO (cumec) Time (hr) 12 2. 25 14 4. 100 16 160 18 20 190 20 10 170 22 24

The ordinates of a 4-hour unit hydrograph for a particular basn s gven pelow Determine the ordinates of the s-curve and therefrom the ordinates of 6-hiour uot vtiogr Time (hr) 4-hr UGO ( 110 70 4-hr UGO (cumec) Time (hr) 12 2. 25 14 4. 100 16 160 18 20 190 20 10 170 22 24

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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Concept explainers

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.

Question

The ordinates of a 4-hour unit hydrograph for a particular basn
ordinates of the s-curve and therefrom the ordinates of 6-hiour ut
4-hr UGO (cumec) Time (hr)
3.
below Deterrmine the
Time (hr)
4-hr UGO ( E
110
70
12
25
14
100
16
160
18
20
8.
190
20
22
10
170
24

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