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general dimensionless unit hydrograph, unit hydrograph theory, cascade of linear reservoirs, courant number, basin simulation, watershed simulation,flood calculation, Victor Miguel Ponce

A GENERAL DIMENSIONLESS UNIT HYDROGRAPH. Victor M. Ponce. Professor of Civil and Environmental Engineering. San Diego State University. San Diego, California. A general dimensionless unit hydrograph (GDUH) based on the cascade of linear reservoirs is formulated and calculated online. Bull; INTRODUCTION •. Can be used to change the UH duration to match the unit interval (Ponce, 1989). Bull; LINEAR RESERVOIRS •. A linear reservoir provides a certain amount of runoff diffusion. The amount of diffusion i...

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general dimensionless unit hydrograph, unit hydrograph theory, cascade of linear reservoirs, courant number, basin simulation, watershed simulation,flood calculation, Victor Miguel Ponce | unithydro.sdsu.edu Reviews
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A GENERAL DIMENSIONLESS UNIT HYDROGRAPH. Victor M. Ponce. Professor of Civil and Environmental Engineering. San Diego State University. San Diego, California. A general dimensionless unit hydrograph (GDUH) based on the cascade of linear reservoirs is formulated and calculated online. Bull; INTRODUCTION •. Can be used to change the UH duration to match the unit interval (Ponce, 1989). Bull; LINEAR RESERVOIRS •. A linear reservoir provides a certain amount of runoff diffusion. The amount of diffusion i...
<META>
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1 abstract
2 hr thus
3 c = t
4 t / t
5 q / q
6 in which
7 then
8 thus
9 in which t
10 vs t
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abstract,hr thus,c = t,t / t,q / q,in which,then,thus,in which t,vs t,q = q,a / t,t = t,convolution method,clr method,or km
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general dimensionless unit hydrograph, unit hydrograph theory, cascade of linear reservoirs, courant number, basin simulation, watershed simulation,flood calculation, Victor Miguel Ponce | unithydro.sdsu.edu Reviews

https://unithydro.sdsu.edu

A GENERAL DIMENSIONLESS UNIT HYDROGRAPH. Victor M. Ponce. Professor of Civil and Environmental Engineering. San Diego State University. San Diego, California. A general dimensionless unit hydrograph (GDUH) based on the cascade of linear reservoirs is formulated and calculated online. Bull; INTRODUCTION •. Can be used to change the UH duration to match the unit interval (Ponce, 1989). Bull; LINEAR RESERVOIRS •. A linear reservoir provides a certain amount of runoff diffusion. The amount of diffusion i...

INTERNAL PAGES

unithydro.sdsu.edu unithydro.sdsu.edu
1

online cascade of linear reservoirs, Victor Miguel Ponce

http://unithydro.sdsu.edu/onlinerouting08.php

Onlinerouting08: Cascade of linear reservoirs basin routing. C = Δt/K C. Ponce, V. M. 1989. Engineering Hydrology, Principles and Practices. Prentice Hall, pages 313-317. Basin area A (km. Storage constant K (hr):. Number of reservoirs N:. Time interval Δt (hr):. Number of increments of [effective] rainfall intensity:. Increments of [effective] rainfall intensity I. Cm/hr) (separate each value with a comma; maximum string length is 200 characters). Basin area A = km. Normal and critical depth.

2

online S-hydrograph, change in unit hydrograph duration, Victor Miguel Ponce

http://unithydro.sdsu.edu/onlineshydrograph.php

Online S hydrograph: Change in unit hydrograph duration using S-hydrograph. Ponce, V. M. 1989. Engineering Hydrology, Principles and Practices. Prentice Hall, pages 185-187. Input unit hydrograph duration t. Number of input unit hydrograph ordinates m:. Unit hydrograph ordinates Q. Start at 0, end at 0; separate each value with a comma; maximum string length is 300 characters). Time interval Δt = hr]. Input unit hydrograph duration t. Number of input unit hydrograph ordinates m =. Normal depth in culvert.

3

online convolution, flood hydrograph by convolution, runoff curve number, Victor Miguel Ponce

http://unithydro.sdsu.edu/onlineconvolution.php

Online convolution: Flood hydrograph by convolution. Ponce, V. M. 1989. Engineering Hydrology, Principles and Practices. Prentice Hall, pages 185-187. Rainfall time interval Δtr (hr):. Number of increments of rainfall intensity n:. Increments of rainfall intensity I. Separate each value with a comma; maximum string length is 300 characters). NRCS runoff] curve number CN:. Unit hydrograph time interval Δt (hr):. Number of unit hydrograph ordinates m:. Unit hydrograph ordinates Q. Normal and critical depth.

4

online series of dimensionless unit hydrographs by the cascade of linear reservoirs, Victor Miguel Ponce

http://unithydro.sdsu.edu/onlineseriesuhcascade.php

Online series uh cascade: Series of dimensionless CLR unit hydrographs. Ponce, V. M. 1989. Engineering Hydrology, Principles and Practices. Prentice Hall, pages 313-317. Recommended range 0.1 ≤ C ≤ 2. ]. To test program, enter 1 in input box and click 'Calculate']. For indicated number of linear reservoirs N. Your request was processed at 01:47:06 am on September 5th, 2016 [ 160905 01:47:06 ]. Thank you for running online series uh cascade. [091025]. Normal and critical depth. Normal depth in culvert.

5

online general dimensionless unit hydrograph by the cascade of linear reservoirs, Victor Miguel Ponce

http://unithydro.sdsu.edu/onlinegeneraluhcascade.php

Online general uh cascade: General dimensionless CLR unit hydrograph. Ponce, V. M. 1989. Engineering Hydrology, Principles and Practices. Prentice Hall, pages 313-317. Number of reservoirs N:. Courant number C = • Number of reservoirs N =. Your request was processed at 01:45:31 am on September 5th, 2016 [ 160905 01:45:31 ]. Thank you for running online general uh cascade. [090517]. Normal and critical depth. Normal depth in culvert. Critical depth in culvert. Standard contracted rectangular weir.

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general dimensionless unit hydrograph, unit hydrograph theory, cascade of linear reservoirs, courant number, basin simulation, watershed simulation,flood calculation, Victor Miguel Ponce

A GENERAL DIMENSIONLESS UNIT HYDROGRAPH. Victor M. Ponce. Professor of Civil and Environmental Engineering. San Diego State University. San Diego, California. A general dimensionless unit hydrograph (GDUH) based on the cascade of linear reservoirs is formulated and calculated online. Bull; INTRODUCTION •. Can be used to change the UH duration to match the unit interval (Ponce, 1989). Bull; LINEAR RESERVOIRS •. A linear reservoir provides a certain amount of runoff diffusion. The amount of diffusion i...

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