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

See similar textbooks

Similar questions

I need the answer as soon as possible
Construction Surveying
q.1What is Unit Hydrograph? Discuss Unit Hydrograph method of estimating maximum Probable Discharge.
The results of a CPT test performed for a commercial site are presented in the image (You already classified the soil layer in homework #2). The layer soil type is shown by the legend and corresponding numbers in the figure. A strip footing with a size of 3x30 is built on the surface of the mentioned strata. A 300 kN/m load is acting on the footing. Use Schmertmann's method to compute the settlement of this footing 1 year after construction and 30 years after construction. Please show your calculation for at least one layer if you want use excel software for this problem. For easier calculation use E₂ = 39c- • • Neglect the foundation weight. • Assume the layers are in dry condition. Use unit weight as table below. Layer No. 1 2 3 4 5 6 7 Unit weght kN/m3 17 17 19 18 18.5 18 18
?What is the percentage of retained in the "pan" of the under sieving system 52 72 100 150 200 300 295 211 152 104 15 25 Mesh number Sie um),d Ws tained e) s 25 40 0,9 O 50 O 100 O 50 45 O 100 O 15 O 40 O 70 O
Dont give wrong answer will dislike for sure
Answer with complete solutio.
Civil, Rquired an right answer In a furrow irrigation system, the length of the furrow is 200 metres, the advance time is 240 minutes, and the advance equation is x = p * t_r r, where "p" and "r" are 8 and 0.7, respectively. The separations of the chosen stations from the furrow's starting are 40, 80, 120, 160, and 200 metres. (Using t as the minute and Z as the millimetre) Z = 5t 0.56 is the integrated infiltration equation. Establish the possibility for infiltration and the depth of water in the soil at each station. Determine deep percolation and runoff if the width of the furrow is 0.8 metres, the input discharge into the furrow is 1.5 litres per second, and the root depth is 90 millimetres.
please be accurate when solving this problem about most probable value
i need the answer quickly
Explain
Depth Bulk Dens. ft g/cm³ 2.046 1000 2.143 2000 2.233 3000 2.300 4000 2.353 5000 2.392 6000 2.430 7000 2.460 8000 2.482 9000 2.497 10000 2.510 11000 2.522 12000 2.533 13000 2.543 14000 2.552 15000 2.560 16000 2.567 17000 2.573 18000 2.578 19000 2.582 20000 2.585 21000 2.587 22000 2.588