Route the inflow hydrograph below using the Muskingum method; At = 1 hr, X = 0.2, K = 0.7 hr.Time (hr)01234567Inflow (cfs)0800200042005200440032002500Time (hr)8910111213Inflow (cfs)2000150010007004000

Answered: Route the inflow hydrograph below using…

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

Observed values of inflow and outflow hydrographs at the ends of a reach in a river are given below. Determine the best values of K and x for use in the Muskingum method of flood routing. 0 6 12 18 24 30 36 42 48 54 60 Time (h) Inflow (m³/s) Outflow (m³/s) 66 20 80 210 240 215 170 130 90 60 40 28 16 20 20 50 150 200 210 185 155 120 85 55 23
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
SHOW EGL WITH ELEVATIONS AND HEADLOSSES.
Find Baseflow volume using the recession curve method
Table Q4 shows the details of the storm hydrograph with the corresponding direct discharge. The given time interval is 3 hours between the readings. Q4 Table Q4 Excess rainfall (mm) 11 Time (hr) Direct discharge (m³/s) 3 70 28 230 9. 30 600 12 1400 15 2380 18 3300 21 4880 24 6320 27 3305 30 350 33 300 36 100 By using the convolution method, determine the unit hydrograph ordinates. (a) (b) Illustrate the unit hydrograph.
. The following are the ordinates of the 9-bour unit hydrograph for the entire catchment of the river to reservair dam site: Time (hr) o9 is 27 36 45 54 63 72 81 90 Discharge 0 69 1000 210 118 74 46 26 13 4
Give me a right solution. Urgent please
Station Rainfall (mm) Annual (mm) ДХ (m) ΔΥ (m) Area (m²) A 42 500 10 25 1500 30 480 15 30 2000 50 558 24 30 830 526 500 E 35 590 40 19 1200 Using a rainfall of 386 mm for rain gauge Station D, determine the average depth of rainfall that fell for the watershed using the arithmetic average, and Thiessen polygon method. The areas for the Thiessen polygon method are given in the table above for each station. B.
Q1) During a storm , the hourly rainfall data was as follows: 0 1 2 3 4 5 6 7 8 9 Time (hrs) Rainfall (mm/hr) | 0 | 20 | 25 45 30 10 10 | 15 10 0 1) plot the hyetograph 2) calculate and plot Mass Curve Ordinate.
hydrology. hi pls answer thank u! 31
(Use Gumbel method) A river has following character: Average flowrate Q (m^3/sec) = 8526 Standard deviation S (m^3/sec) = 4250 If return period (yr) = 10 Estimate the peak flowrate (cms). 22600 62500 46300 51600 14100
Three reservoirs A, B and C are interconnected by pipes as shown in the given figure, Water surface elevations in the reservoirs and the piezometric level at the junction D are also indicated in the figure EL.200 A Piezometric level = 160 고 Q₁ EL. 180 ▼ D B Q3 Flows Q₁, Q₂ and Q3 are related as EL.120 ▼ с

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

Route the inflow hydrograph below using the Muskingum method; At = 1 hr, X = 0.2, K = 0.7 hr. Time (hr) 0 1 2 3 4 5 6 7 Inflow (cfs) 0 800 2000 4200 5200 4400 3200 2500 Time (hr) 8 9 10 11 12 13 Inflow (cfs) 2000 1500 1000 700 400 0