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Calculation of flood discharge by the Creager formula, Victor Miguel Ponce, San Diego State University

Creager.sdsu.edu: Calculation of flood discharge by the Creager formula. Spillway at Tucurui Dam, Brazil, rated at 110,000m. S, the largest in the world. In SI Units (metric):. Area A in km. Discharge Q in m. In US Customary Units:. Area A in mi. Discharge Q in cfs. Flood discharge (C = 100) Q. Flood discharge (C = 60) Q. Flood discharge (C = 30) Q. Your request was processed at 11:51:26 am on March 23rd, 2018 [ 180323 11:51:26 ]. Thank you for running creager.sdsu.edu. Please call again. [130710].

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Calculation of flood discharge by the Creager formula, Victor Miguel Ponce, San Diego State University | creager.sdsu.edu Reviews

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Creager.sdsu.edu: Calculation of flood discharge by the Creager formula. Spillway at Tucurui Dam, Brazil, rated at 110,000m. S, the largest in the world. In SI Units (metric):. Area A in km. Discharge Q in m. In US Customary Units:. Area A in mi. Discharge Q in cfs. Flood discharge (C = 100) Q. Flood discharge (C = 60) Q. Flood discharge (C = 30) Q. Your request was processed at 11:51:26 am on March 23rd, 2018 [ 180323 11:51:26 ]. Thank you for running creager.sdsu.edu. Please call again. [130710].

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2 input data

3 select

4 si units metric

5 us customary units

6 drainage area a

7 output

8 online calc

9 normal depth

10 critical depth

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formula,input data,select,si units metric,us customary units,drainage area a,output,online calc,normal depth,critical depth,discharge in channel,critical slope,discharge in culvert,discharge sluice,discharge weir,m1 wsprofile,m2 wsprofile,m3 wsprofile

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Calculation of flood discharge by the Creager formula, Victor Miguel Ponce, San Diego State University | creager.sdsu.edu Reviews

https://creager.sdsu.edu

Creager.sdsu.edu: Calculation of flood discharge by the Creager formula. Spillway at Tucurui Dam, Brazil, rated at 110,000m. S, the largest in the world. In SI Units (metric):. Area A in km. Discharge Q in m. In US Customary Units:. Area A in mi. Discharge Q in cfs. Flood discharge (C = 100) Q. Flood discharge (C = 60) Q. Flood discharge (C = 30) Q. Your request was processed at 11:51:26 am on March 23rd, 2018 [ 180323 11:51:26 ]. Thank you for running creager.sdsu.edu. Please call again. [130710].

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Online hydraulic and hydrologic calculations, online calculations, online computations, San Diego State University,Victor Miguel Ponce

http://creager.sdsu.edu/online_calc.php

1 6 X X X : ONLINE CALCULATIONS. AVAILABLE AT http:/ ponce.sdsu.edu. Diams; HYDRAULICS ♦. Normal and critical depth. 101 Normal depth in a prismatic channel using the Manning equation. 102 Critical depth in a prismatic channel. 103 Discharge in a partially full circular culvert. 104 Critical slope in a prismatic channel. 105 Normal and critical depth in a prismatic channel. 106 Normal depth in a partially full circular culvert. 107 Critical depth in a circular culvert or pipe. Channel design, spillways.

2

online calculation of S1 water surface profile, steady gradually varied flow in open channels, Victor Miguel Ponce

http://creager.sdsu.edu/onlinewsprofiles24.php

Documents in Portable Document Format (PDF) require Adobe Acrobat Reader 5.0 or higher to view; download Adobe Acrobat Reader. Online wsprofiles 24: S. Choose S.I. Units. Or US Customary units. Enter discharge Q (m. Enter bottom width B (m). Enter side slope z (z H:1 V):. Enter bottom slope S. Enter downstream flow depth y. A subcritical subnormal flow depth) [ If left blank, a default value of y. Will be used ]. Bottom width B =. Side slope z =. Downstream flow depth y. Was calculated by default ].

3

online calculation of S2 water surface profile, steady gradually varied flow in open channels, Victor Miguel Ponce

http://creager.sdsu.edu/onlinewsprofiles25.php

Documents in Portable Document Format (PDF) require Adobe Acrobat Reader 5.0 or higher to view; download Adobe Acrobat Reader. Online wsprofiles 25: S. Choose S.I. Units. Or US Customary units. Enter discharge Q (m. Enter bottom width B (m). Enter side slope z (z H:1 V):. Enter bottom slope S. Enter number of computational intervals n (suggested range 50-200) [If left blank, a default value of 100 will be used]. Enter flow depth at the upstream boundary y. If left blank, program will use critical depth].

4

Calculation of critical slope in a prismatic channel using the Manning equation, Victor Miguel Ponce, San Diego State University

http://creager.sdsu.edu/onlinechannel04.php

Onlinechannel04.php: Critical slope in a prismatic channel. Definition sketch for a prismatic channel. Q = (k/n) AR. A = y(b zy). P = b 2y(1 z. T = b 2zy. Normal flow depth y. Normal flow area A. Normal wetted perimeter P. Normal top width T. Normal hydraulic radius R. Normal hydraulic depth D. Normal flow velocity V. Normal Froude number F. Units constant k: 0. Gravitational acceleration g: 0. Critical flow depth y. Critical flow area A. Critical wetted perimeter P. Critical top width T.

5

Calculation of the discharge under a sluice gate, Victor Miguel Ponce, San Diego State University

http://creager.sdsu.edu/onlinechannel13.php

Onlinechannel13.php: Discharge under a sluice gate. Discharge under a sluice gate. Upstream flow depth y. Flow depth at gate y. Contraction coefficient [ C. Discharge coefficient [ C. Reference velocity [ v. Your request was processed at 07:06:05 pm on August 22nd, 2016 [ 160822 19:06:05 ]. Thank you for running onlinechannel13.php. Please call again. [140618]. Normal and critical depth. Normal depth in culvert. Critical depth in culvert. Standard contracted rectangular weir. Cascade of linear reservoirs.

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Engineering Hydrology: Principles and Practices, online applications, Victor Miguel Ponce

http://eh.sdsu.edu/textbook_online_applications.html

Online resources available for textbook. Engineering Hydrology: Principles and Practices,". By Victor Miguel Ponce, Prentice Hall, 1989. Problem(s) at end of chapter. Onlinecalc.sdsu.edu/onlinepenman.php. Onlinecalc.sdsu.edu/onlineblaneycriddle.php. Onlinecalc.sdsu.edu/onlinethornthwaite.php. Onlinecalc.sdsu.edu/onlinepriestleytaylor.php. Onlinecalc.sdsu.edu/onlinetimeofconcentration.php. Onlinecalc.sdsu.edu/onlinetimeofconcentration.php. Conversion of rainfall depth to runoff depth. Unit hydrograph by t...

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Calculation of flood discharge by the Creager formula, Victor Miguel Ponce, San Diego State University

Creager.sdsu.edu: Calculation of flood discharge by the Creager formula. Spillway at Tucurui Dam, Brazil, rated at 110,000m. S, the largest in the world. In SI Units (metric):. Area A in km. Discharge Q in m. In US Customary Units:. Area A in mi. Discharge Q in cfs. Flood discharge (C = 100) Q. Flood discharge (C = 60) Q. Flood discharge (C = 30) Q. Your request was processed at 11:51:26 am on March 23rd, 2018 [ 180323 11:51:26 ]. Thank you for running creager.sdsu.edu. Please call again. [130710].

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