Prablem 1, the Stage.discharge.data.ofartuer.are.given.below.Establish the.ratingCurve.by.assuming.the Stage Value.for Zero.discharge.as ( 2a.5m) Also.determine..the Stage.of.theriver. Carrespanding to.adischarge.of(300am2/sec).?.Stage (m) 21224 228 23 23-4 23-7 24-1245248 25425.1 255 259 26-3Discharge too22029s. 0049o Soa 6ha780llole 122 130014201sso 1760/sedProblem2: thefollawing.discharge.fn.Carres PondingStage.reading.are.obtained from. themeasurment. Frnd.the.bea.st.equation.of the form.Q=KCH-a).band find the DIscharge.Corr.esfanding.ta. (3am)stage.Als.ofind.thestageCorresPanding.ta(Zero)discharge?-(H-a)mto20Зо5080Discharge lo.m3 Isecవెంయ1o00240Problem5:1 Giuen the measurment.data.belowforchannel.determine the discharge.and mean.Liclactty of Elow.by.applying(Manning. Formia).Assuming.that.((Y5/2)CanstantAlso Tindthe.discharge.ct.distance frombankmFrom the hank.ofchannel?10 20 30deptho fucter,m 1.0 20 2.0 2.0 20 2020 1o0.8 1.4 1.3Ho 50 60 70velocitycmke) 0.51-11-o o7 0.0

Prablem1:the Stage.discharge.data ofartver.are. given.below.Establish the.rating.Curve. by.assuming.the stage Value. for žero. discharge.as( 2a.5m) Alsa.determine. the Stage.of.theriver.Carresponding.to. adischargeof(300am2/sec).?. Stage (m) 21-224 228 23 23-4 237 24-1245248 25425.1255 259263 Discharge too220 29s. o0 49o Soa 640 780lolo 122 1300421Sso1760 /sed

Prablem1:the Stage.discharge.data ofartver.are. given.below.Establish the.rating.Curve. by.assuming.the stage Value. for žero. discharge.as( 2a.5m) Alsa.determine. the Stage.of.theriver.Carresponding.to. adischargeof(300am2/sec).?. Stage (m) 21-224 228 23 23-4 237 24-1245248 25425.1255 259263 Discharge too220 29s. o0 49o Soa 640 780lolo 122 1300421Sso1760 /sed

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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Question

Prablem 1, the Stage.discharge.data.ofartuer.are.
given.below.Establish the.ratingCurve.
by.assuming.the Stage Value.for Zero.
discharge.as ( 2a.5m) Also.determine..
the Stage.of.theriver. Carrespanding to.
adischarge.of(300am2/sec).?.
Stage (m) 21224 228 23 23-4 23-7 24-1245248 25425.1 255 259 26-3
Discharge too22029s. 0049o Soa 6ha780llole 122 130014201sso 1760
/sed
Problem2: thefollawing.discharge.fn.Carres Ponding
Stage.reading.are.obtained from. the
measurment. Frnd.the.bea.st.equation.
of the form.Q=KCH-a).b
and find the DIscharge.Corr.esfanding.
ta. (3am)stage.Als.ofind.thestage
CorresPanding.ta(Zero)discharge?-
(H-a)m
to
20
Зо
50
80
Discharge lo.
m3 Isec
వెంయ
1o00
240
Problem5:1 Giuen the measurment.data.belowfor
channel.determine the discharge.
and mean.Liclactty of Elow.by.applying
(Manning. Formia).Assuming.that.
((Y5/2)CanstantAlso Tindthe.disch
arge.ct.
distance frombankm
From the hank.ofchannel?
10 20 30
deptho fucter,m 1.0 20 2.0 2.0 20 2020 1o
0.8 1.4 1.3
Ho 50 60 70
velocitycmke) 0.5
1-1
1-o o7 0.0

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Step 2 Tabular Data

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Step 3 Rating Curve

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Step 4 Stage Discharge Equation

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Step 5 Stage of discharge corresponding to 3000 m3/sec

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