Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
(b) The storage and discharge characteristics for a reservoir are given below in Table-1. Consider the routing period to be 6 hours. The dam has an unregulated opening 5 m high with its elevation at 125 m and a spillway-crest elevation of 355m. Discharges for pool elevations above 355 m include both regulated and spillway discharges. Route by the Storage Indication method the inflow hydrograph given below in Table-2. Determine the attenuation and lag times. Table-1: Storage and Discharge Characteristics of a Dam Storage (x10° m³) 0.210 0.900 Table-2: An Inflow Hydrograph Discharge Rate (m³/s) Elevation Time Discharge (hrs) | Rate (m/s) (hrs) | Rate (m³/s) 360 (m) Time Discharge 125 0.02 0.13 130 0.00 20 114 140 0.45 1.59 06 60 120 330 160 2.70 2.40 12 220 126 289

(b) The storage and discharge characteristics for a reservoir are given below in Table-1. Consider the routing period to be 6 hours. The dam has an unregulated opening 5 m high with its elevation at 125 m and a spillway-crest elevation of 355m. Discharges for pool elevations above 355 m include both regulated and spillway discharges. Route by the Storage Indication method the inflow hydrograph given below in Table-2. Determine the attenuation and lag times. Table-1: Storage and Discharge Characteristics of a Dam Storage (x10° m³) 0.210 0.900 Table-2: An Inflow Hydrograph Discharge Rate (m³/s) Elevation Time Discharge (hrs) | Rate (m/s) (hrs) | Rate (m³/s) 360 (m) Time Discharge 125 0.02 0.13 130 0.00 20 114 140 0.45 1.59 06 60 120 330 160 2.70 2.40 12 220 126 289

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
icon
Concept explainers
Question

SOLVE IT PLEASE

(b) The storage and discharge characteristics for a reservoir are given below in Table-1. Consider the routing period to be 6 hours. The dam has an unregulated opening 5 m high with its elevation at 125 m and a spillway-crest elevation of 355m. Discharges for pool elevations above 355 m include both regulated and spillway discharges. Route by the Storage Indication method the inflow hydrograph given below in Table-2. Determine the attenuation and lag times. Table-l: Storage and Discharge Characteristics of a Dam Discharge Rate (m³/s) 0.02 Table-2: An Inflow Hydrograph Elevation Storage (x10° m³) (m) Time Time Discharge Discharge Rate (m/s) (hrs) Rate (m³/s) 125 0.210 (hrs) 0.00 130 0.13 0.45 0.900 20 114 360 140 1.59 06 60 120 330 160 2.70 2.40 12 18 220 126 280 180 7.50 3.03 350 132 200 200 15.50 3.54 24 380 138 160 220 30.0 3.97 30 430 144 150 130 240 50.0 4.54 36 480 110 260 75.0 4.75 42 530 156 90 280 105.0 5.10 48 610 162 60 300 142.0 5.40 54 670 168 50 320 185.0 5.70 60 730 174 30 340 230.0 6.00 66 780 180 22 350 256.0 6.15 72 870 186 21 355 268.0 6.19 770 192 20 280.0 84 700 670 360 6.30 198 19 365 293.0 6.39 90 204 18 370 306.0 6.43 96 630 210 17 375 321.0 6.49 102 550 216 17 390 360.0 6.70 108 490 222 17 400 392.0 6.85 420 456.0 7.15
Transcribed Image Text:(b) The storage and discharge characteristics for a reservoir are given below in Table-1. Consider the routing period to be 6 hours. The dam has an unregulated opening 5 m high with its elevation at 125 m and a spillway-crest elevation of 355m. Discharges for pool elevations above 355 m include both regulated and spillway discharges. Route by the Storage Indication method the inflow hydrograph given below in Table-2. Determine the attenuation and lag times. Table-l: Storage and Discharge Characteristics of a Dam Discharge Rate (m³/s) 0.02 Table-2: An Inflow Hydrograph Elevation Storage (x10° m³) (m) Time Time Discharge Discharge Rate (m/s) (hrs) Rate (m³/s) 125 0.210 (hrs) 0.00 130 0.13 0.45 0.900 20 114 360 140 1.59 06 60 120 330 160 2.70 2.40 12 18 220 126 280 180 7.50 3.03 350 132 200 200 15.50 3.54 24 380 138 160 220 30.0 3.97 30 430 144 150 130 240 50.0 4.54 36 480 110 260 75.0 4.75 42 530 156 90 280 105.0 5.10 48 610 162 60 300 142.0 5.40 54 670 168 50 320 185.0 5.70 60 730 174 30 340 230.0 6.00 66 780 180 22 350 256.0 6.15 72 870 186 21 355 268.0 6.19 770 192 20 280.0 84 700 670 360 6.30 198 19 365 293.0 6.39 90 204 18 370 306.0 6.43 96 630 210 17 375 321.0 6.49 102 550 216 17 390 360.0 6.70 108 490 222 17 400 392.0 6.85 420 456.0 7.15
Expert Solution
steps

Step by step

Solved in 2 steps with 7 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Pressure and stress
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.
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
SEE MORE TEXTBOOKS