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
icon
Related questions
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
Transcribed Image Text: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
Expert Solution
steps

Step by step

Solved in 5 steps with 1 images

Blurred answer
Knowledge Booster
Unit conversion
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
  • SEE MORE QUESTIONS
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning