1. Plot the inflow and outflow hydrograph. 2. Identify the peak discharge rate in inflow hydrograph. Given the inflow and outflow discharges:Time (h)Inflow (m³/s)Outflow (m³/s)19385320811444223376304206915781163464213477603153294791718434119108215

Answered: Image /qna-images/answer/1b300664-c65f-480a-a161-c1325cea547b.jpg

Answered: Given the inflow and outflow…

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

What volume equalization basin is required to even outflow variations in the following data? Assume the flows are hourly averages. Time 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 Flow (m³/s) 0.0875 0.0700 0.0525 0.0414 0.0334 0.0318 0.0382 0.0653 0.113 0.131 0.135 0.137 Time 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 Flow (m³/s) 0.135 0.129 0.123 0.111 0.103 0.104 0.105 0.116 0.127 0.128 0.121 0.110
CVNG2011 Engineering Hydrology Tutorial: UH and Flow Routing Question 3 (July 2019) The 1-hour unit hydrograph for the St. Joseph watershed at Acono is given in Table 3.1. (One unit is 1 cm.) Table 3.1 Time (h) 1 2 3 4 6. 7 8 Unit Hydrograph (m³/s) 1.8 30 86 42 15 5.5 1.8 A raingauge recorded a major storm within the catchment as having a depth of 4 cm in the first 2 hours and 5 cm in the second 2 hours. The abstraction rate is 0.34 cm/h and the baseflow is 50 m/s. a. Use the 1-hour unit hydrograph to develop the 2-hour unit hydrograph. b. What is the peak flow resulting from the storm? c. At what time did this peak flow occur?
Example 4. Following are the ordinates of a storm hydrograph of a river draining a catchment area of 423 km² due to a 6-h isolated storm. Derive the ordinates o f a 6-h unit hydrograph for the catchment Time from start of storm (h) -6 0 6 12 18 24 30 36 42 48 Discharge (m³/s) 10 10 30 87.5 115.5 102.5 85.0 71.0 59.0 47.5 Time from start of storm (h) 54 60 66 72 78 84 90 96 102 Discharge (m³/s) 39.0 31.5 26.0 21.5 17.5 15.0 12.5 12.0 12.0
Visualize that two tributaries A and B at their confluence form a river C. Statistical properties of flow data for tributaries A and B indicate that tributary A has a yearly discharge rate smaller than its mean (e) flow rate (QA) in 50% of the years while tributary B has a yearly discharge rate smaller than its mean flow rate (QB) in 60% of the time. In 70% of the years in which tributary A has a discharge rate smaller than its mean discharge rate (QA), tributary B also has a discharge rate smaller than its mean discharge rate (QB). Compute the probability that (i) both tributaries have a discharge rate smaller than their mean discharge rates, (ii) at least one tributary has a discharge rate smaller than its mean discharge rate, (iii) tributary A has a discharge rate smaller than its mean discharge rate given that tributary B has a discharge rate smaller than its mean discharge rate, (iv) at least one tributary has discharge rate higher than its mean discharge rate, and (v) probability…
Hello, Can you help me solve this question, please?
The annual peak flow rates in a river between 1980 and 1996 are as follows: Year Peak flow (ft³/s) 1989 9193 1990 5142 1991 7884 1992 4132 1993 12136 1994 5129 1995 7236 1996 6222 Year Peak flow (ft³/s) 1980 8000 1981 5550 1982 3390 1983 6390 1984 5889 1985 7182 1986 10584 1987 11586 1988 8293 Use Gringorten formula (GEV distribution) (a = 0.40) to estimate peak flow rate for a 20-year return period.
Subject water system design
Calculate tht discharge per meter from one stream to another stream in meters volume per day.
Subject water system design
hydrology. hi pls answer thank u! 31
Determine the total discharge recorded last june28, 1997 using the details tabulated
The given table shows a unit hydrograph of 2-hour duration. Derive 6-hour unit hydrograph for the same catchment. Time (hours) 0 2 4 6 8 10 12 14 16 18 Flow (m3/sec) 0 76 105 123 226 110 76 23 10 0

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

Given the inflow and outflow discharges: Time (h) Inflow (m³/s) Outflow (m³/s) 1 93 85 3 208 114 442 233 7 630 420 691 578 11 634 642 13 477 603 15 329 479 17 184 341 19 108 215