1319813033327905.53.8.8969土1pom the water furface whereas the1824The deptt usas measured avelociky wap measured woith a prpellvwithin egch define Creso Sectionof the nver. The efechiceadVefocefies within each panel Cross sectrion and theisCorsespending depths ane shown 'in the table above :9. Compute the average kpfh and velocity within en chPanelbillsing the single point methsd, Calufate the meas velocublyet the flow wlthin each panel Cross sectionc. Ufing ether the meay secfion miel-sectisn mgethsCatulhte the avevage elis charge withew each panelCross section amed thus the toal escharge of the riyenCros Seefiona depth (ycoed

(a) Single point method:-mean velocity is considered to be equal to the velocity measured at 0.6d…

5.0 19 3 13 27 30 33 81 90. 100 3. 8. 69 土 whereas th The dept usas measured om the water Surface velociky was measured woith a BApeltev et a depth lycoled within egch define Crao section of the nver. The dechiceod Vefoceties within each panel Crass sectrion and theis Corsespending depths ame shown in the table above 9. Compute the average Apth anel velocil wthin egch Panel. billsing the single point metho, Calukate the meas veloculy et the flow wthin each panel crosr section c. Ufing ether the meay secfionor miel-section methst Catalate the avevage elis change withw each panel Cross sectuon amed thw the toar chscharge of the niyen Gros Secfurn 5.45

5.0 19 3 13 27 30 33 81 90. 100 3. 8. 69 土 whereas th The dept usas measured om the water Surface velociky was measured woith a BApeltev et a depth lycoled within egch define Crao section of the nver. The dechiceod Vefoceties within each panel Crass sectrion and theis Corsespending depths ame shown in the table above 9. Compute the average Apth anel velocil wthin egch Panel. billsing the single point metho, Calukate the meas veloculy et the flow wthin each panel crosr section c. Ufing ether the meay secfionor miel-section methst Catalate the avevage elis change withw each panel Cross sectuon amed thw the toar chscharge of the niyen Gros Secfurn 5.45

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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