SLOPEAREA.SDSU.EDU

slope-area method calculator, hydrology, flood hydrology, hydraulics, Victor Miguel Ponce, San Diego State University

Calculation of flood discharge. By the slope-area method. SI Units (m, m2, m3/s). US Customary units (ft, sq. ft., cfs). Enter reach length L:. Enter reach fall F:. Enter reach Manning's n:. Your request was processed at 09:29:43 am on January 12th, 2017 [ 170112 09:29:43 ]. Thank you for running slopearea.sdsu.edu. Please call again. [100326]. Normal and critical depth. Normal depth in culvert. Critical depth in culvert. Standard contracted rectangular weir. Standard suppressed rectangular weir.

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slope-area method calculator, hydrology, flood hydrology, hydraulics, Victor Miguel Ponce, San Diego State University | slopearea.sdsu.edu Reviews

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Calculation of flood discharge. By the slope-area method. SI Units (m, m2, m3/s). US Customary units (ft, sq. ft., cfs). Enter reach length L:. Enter reach fall F:. Enter reach Manning's n:. Your request was processed at 09:29:43 am on January 12th, 2017 [ 170112 09:29:43 ]. Thank you for running slopearea.sdsu.edu. Please call again. [100326]. Normal and critical depth. Normal depth in culvert. Critical depth in culvert. Standard contracted rectangular weir. Standard suppressed rectangular weir.

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slope-area method calculator, hydrology, flood hydrology, hydraulics, Victor Miguel Ponce, San Diego State University | slopearea.sdsu.edu Reviews

https://slopearea.sdsu.edu

Calculation of flood discharge. By the slope-area method. SI Units (m, m2, m3/s). US Customary units (ft, sq. ft., cfs). Enter reach length L:. Enter reach fall F:. Enter reach Manning's n:. Your request was processed at 09:29:43 am on January 12th, 2017 [ 170112 09:29:43 ]. Thank you for running slopearea.sdsu.edu. Please call again. [100326]. Normal and critical depth. Normal depth in culvert. Critical depth in culvert. Standard contracted rectangular weir. Standard suppressed rectangular weir.

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Calculation of critical depth in a prismatic channel, Victor Miguel Ponce, San Diego State University

http://slopearea.sdsu.edu/onlinechannel02.php

Onlinechannel02.php: Critical depth in a prismatic channel. Definition sketch for a prismatic channel. A = y(b zy). T = b 2zy. Flow area A: 0. Top width T: 0. Hydraulic depth D: 0. Froude number F: 0. Your request was processed at 12:16:05 am on March 10th, 2017 [ 170310 00:16:05 ]. Thank you for running onlinechannel 02. Please call again. [090304]. Normal and critical depth. Normal depth in culvert. Critical depth in culvert. Standard contracted rectangular weir. Standard suppressed rectangular weir.

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online calculation of S3 water surface profile, steady gradually varied flow in open channels, Victor Miguel Ponce

http://slopearea.sdsu.edu/onlinewsprofiles26.php

Documents in Portable Document Format (PDF) require Adobe Acrobat Reader 5.0 or higher to view; download Adobe Acrobat Reader. Online wsprofiles 26: 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. Make sure bottom slope S. Enter u/s discharge Q.

3

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

http://slopearea.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

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

http://slopearea.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 ].

5

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

http://slopearea.sdsu.edu/onlinechannel15.php

Onlinechannel15.php: Discharge in a prismatic channel using the Manning equation. Definition sketch for a prismatic channel. P = b 2y(1 z. T = b 2zy. A = y(b zy). Q = (C/n) AR. Your request was processed at 12:16:05 am on March 10th, 2017 [ 170310 00:16:05 ]. Thank you for running onlinechannel15.php. Please call again. [140618]. Normal and critical depth. Normal depth in culvert. Critical depth in culvert. Standard contracted rectangular weir. Standard suppressed rectangular weir. All series UH cascade.

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eh.sdsu.edu

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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slopearea.sdsu.edu

slope-area method calculator, hydrology, flood hydrology, hydraulics, Victor Miguel Ponce, San Diego State University

Calculation of flood discharge. By the slope-area method. SI Units (m, m2, m3/s). US Customary units (ft, sq. ft., cfs). Enter reach length L:. Enter reach fall F:. Enter reach Manning's n:. Your request was processed at 09:29:43 am on January 12th, 2017 [ 170112 09:29:43 ]. Thank you for running slopearea.sdsu.edu. Please call again. [100326]. Normal and critical depth. Normal depth in culvert. Critical depth in culvert. Standard contracted rectangular weir. Standard suppressed rectangular weir.

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