Your GIS team has provided the following flow direction and flow accumulation rasters to your engineering team. As part of your project planning activities, you were askedto estimate the drainage area (in m²) for the watershed draining to the project outlet (indicated by the red arrow). Your raster pixel resolution is 10 meters. Include the outletpixel in the watershed.project outlet000000011220375 4 0000 20 0000124 00247 35 2Flow directionFlow accumulation

Answered: Your GIS team has provided the…

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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a. Delineate the drainage area for the watershed draining to the project outlet(black arrow).b.Estimate the drainage area for the watershed draining to the project outlet.Your raster pixel resolution is 5 meters.
For determining the discharge of a river, the following observations were taken across the river. The last point with reading (0.835m) was at the right bank of the river with ground elevation of 43.765m. The water level of the river at that cross section was 43.365m above MSL. 1- Complete the level book form and apply arithmetic check. 2- Calculate the water section area of the river. Point 1 2 3 4 5 6 789 9 Staff Readings (m) B.S. I.S. F.S. 0.915 2.120 2.350 1.325 1.550 2.315 1.725 1.215 2.335 2.225 0.835 Distance H.I. (m) (m) 0 3 6 9 12 15 18 20.882 24 R.L. (m) Notes Left bank of the river C.P. C.P. Right bank of the river
In the accompanying plot the boundary of the water surface of a reservoir is shown by irregular outline ABCDEFGH. Soundings were taken on parallel ranges BH, CG, and DF for the purpose of determining the volume of water in the reservoir. The numbers on the plot show the horizontal distances (m) which were measured for locating the ranges and the soundings, and the depth (m) which were measured where soundings were taken. Determine the cross sectional area of range BC.
In the accompanying plot the boundary of the water surface of a reservoir is shown by irregular outline ABCDEFGH. Soundings were taken on parallel ranges BH, CG, and DF for the purpose of determining the volume of water in the reservoir. The numbers on the plot show the horizontal distances (m) which were measured for locating the ranges and the soundings, and the depth (m) which were measured where soundings were taken.Determine the cross sectional area of range DE.
Write Penman equation flowchart to calculate ET= K.ET, %3D
5. In the accompanying plot the boundary of the water surface of a reservoir is shown by irregular outline ABCDEFGH. Soundings were taken on parallel ranges BH, CG, and DF for the purpose of determining the volume of water in the reservoir. The numbers on the plot show the horizontal distances (m) which were measured for locating the ranges and the soundings, and also the depth (m) which were measured where soundings were taken. Calculate the total volume (Cu.m.) of water contained in the reservoir. A 4.3 H 3.0 4.6 1.8 2.5 3.0 2.5 4.2 3.6 7 5.8 3.0 3.9 3.9 5.5 5.5 5.5 4.3 4.6 4.3 3.2 7.5 6.1 5.5 8.5 6.4 4.3 6.1 6.1 E d4 = 14.6 ®d3 = 16.5®d2 = 13.0® d1 = 11.0 ®
Route the following upstream inflow hydrograph through a downstream flood control channel using the Muskingum method. The channel reach has a proportionality coefficient of 1.25 hr and a weighting factor of 0.3 Stop routing after completing the 20-hour time step. Time (hr) 1 2 3 4 5 6 6 7 8 9 10 Inflow (cfs) 90 140 208 320 440 550 640 680 690 630 Time (hr) 11 12 13 14 15 16 17 18 19 20 Inflow (cfs) 570 470 390 360 330 250 180 130 100 90
In the accompanying plot the boundary of the water surface of a reservoir is shown by irregular outline ABCDEFGH. Soundings were taken on parallel ranges BH, CG, and DF for the purpose of determining the volume of water in the reservoir. The numbers on the plot show the horizontal distances (m) which were measured for locating the ranges and the soundings, and the depth (m) which were measured where soundings were taken. Determine the volume betwrrn range A and BC and the total volume of the reservoir.
Calculate the end areas for depths of fill from 0 to 20 ft using increments of 2 ft for level sections, a 26-ft-wide level roadbed with side slopes of 1-1/2:1. ▼ Part A What is the end area for the depth of 0 ft? Express your answer in feet squared as an integer. End Area = Submit Part B IVE ΑΣΦ| 11 | vec| 41 Request Answer What is the end area for the depth of 2 ft? Express your answer in feet squared as an integer. End Area = Submit V—| ΑΣΦ.41 Request Answer vec www www. ? ? ft² ft²
Calculate the end areas for depths of fill from 0 to 20 ft using increments of 2 ft for level sections, a 26-ft-wide level roadbed with side slopes of 1-1/2:1. Part E What is the end area for the depth of 8 ft? Express your answer in feet squared as an integer. End Area = Submit Part F VAΣ vec ΑΣΦ Request Answer What is the end area for the depth of 10 ft? Express your answer in feet squared as an integer. End Area = Submit 17 ΑΣΦ ↓↑ Request Answer vec wwwww B ? ? ft² ft²
In the accompanying plot the boundary of the water surface of a reservoir is shown by irregular outline ABCDEFGH. Soundings were taken on parallel ranges BH, CG, and DF for the purpose of determining the volume of water in the reservoir. The numbers on the plot show the horizontal distances (m) which were measured for locating the ranges and the soundings, and the depth (m) which were measured where soundings were taken. Calculate the following: Areas (m2) of the cross- sections of ranges BC, DE, and FG. Assume that the cross-sectional areas of ranges A and H are negligible or nearly zero. Volume (m3) of water between ranges. 26.6 B103 .C 23.7- 26.9 -22.1 19.1 8,1 11.7 16.9 28.0 D -22.4- 22.0- -21.8 -13.8 -20.3 74 10.9 9,0 13.1 29.9 F G -18.3 12.6 17.5 -18.5 -18.0 17,7 9.8 11.5 11.5 22.6
PROFILE LEVELING. Complete the following set of profile level notes and show the customary arithmetic check. Plot the profile diagram using any scale you want. STA BS HI FS IFS ELEV ВМ — а 1.24 234.51 m TP – 1 1.11 3.40 1 + 00 4.6 + 25 + 50 + 75 ТР - 2 2.7 3.6 2.4 3.21 2.46 2 + 00 1.2 + 25 3.2 + 50 ТР - 3 2.8 3.06 2.74 BM – b 2.40 IN/3

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