skip to main content

New on this website, Dr. Victor Miguel Ponce, hydrology
faculty profile header #2

Visualab logo

 ♦ ♦ ♦   NEW THIS MONTH!   ♦ ♦ ♦ 

  36020 :   How much water could be pumped from an aquifer while remaining sustainable?

  42124 :   Por que o balanço hídrico cibernético é mais adequado do que a abordagem tradicional?

  42123 :   ¿Por qué, en un balance hídrico, resulta más adecuado un enfoque cibernético que un enfoque convencional?

  38050 :   Sistema de codificação Pfafstetter para identificação da bacias hidrográficas

  38050 :   Why is the cybernetic hydrologic balance better suited for yield hydrology?

  42012 :   Conversation witn Vic Mockus

  97207 :   Legacy tale: The owner of the ball

  97206 :   Legacy tale: Who us going to grow the potatoes?

  97205 :   Legacy tale: What is the difference?

  97305 :   Cuentos: ¿Cuál es la diferencia?

  16149B :   Design of channel transition - supercritical - b. Without hydraulic jump.

  16149A :   Design of channel transition - supercritical - a. With hydraulic jump.

  42118 :   La conexión entre el salar de Coipasa y el salar de Uyuni, Bolivia.

  42502 :   Application of the general dimensionless unit hydrograph using California watershed data.

  41501 :   La Sección 3.6 del libro de texto "Fundamentos de la Hidráulica de Canales".

  33000 :   Section 3.6 of textbook "Fundamentals of Open-channel Hydraulics."


  36018 :   The Thomas problem with online computation.

  16220 :   Online Thomas problem.

  16164 :   Online pump-pipe system.

  16163 :   Explicit equation for pipe diameter D.

  16162 :   Explicit equation for pipe discharge Q.

  16161 :   Explicit equation for Darcy-Weisbach friction factor f.

  16157 :   Head loss with the Hagen-Poiseuille equation.

  16156 :   Discharge with the Hagen-Poiseuille equation.

  16195 :   Computation of the inherently stable channel.

  36017 :   The inherently stable channel with online computation.

  16282 :   Online Muskingum-Cunge convergence ratios practical.

  16281 :   Online Muskingum-Cunge convergence ratios.

  36016 :   Muskingum-Cunge amplitude and phase portraits with online computations.

  42054 :   Comparison between overland flow models.

  16108 :   Normal depth in a prismatic channel using the Chezy equation.

  16236 :   Potential evapotranspiration by the Hargreaves method.

  16149 :   Design of channel transitions.

  43093 :   The myth of groundwater resource evaluation.

ISMAP logo

color el niño facets ford bridge milestones resource dilemma

human intelligent lane las vegas return period rivers salt sustainable runoff unit hydro

online calc online channel online hydro online regression online routing online tc online wsprofiles online wsprofiles 2

chezy commons ecolatrine froude historical hydrology manning mannings n mockus tecate three issues tractive force

cars and people global warming groundwater gwsustainability salton sea san joaquin tierra del sol to drain visualab