Edgar Orlando Ladino Moreno Приложения

Hydrostatic force on a plane s 5.0
Edgar Orlando Ladino Moreno
Hydrostatic force on a plane surface and curve, Fr, hcg, Ycg, hcp,Ycp
Diseño de Canales Hidráulicos 5.0
Edgar Orlando Ladino Moreno
Channels: algorithm that calculates the hydraulic depth (Manning'sequation).
Sistemas de Bombeo hidráulico 6.0
Edgar Orlando Ladino Moreno
Calculating the power of the pump in hydraulic systems.
Flujo Crítico en Canales. Solu 5.0
Edgar Orlando Ladino Moreno
Calculate the critical depth flow for different hydraulic sections.
Coefficient of friction Colebr 4.0
Edgar Orlando Ladino Moreno
Calculate the coefficient of friction of Darcy Weisbach.
Muskingum 2
Edgar Orlando Ladino Moreno
The Muskingum Routing unit models the flow of water in natural
Vertederos 7.0
Edgar Orlando Ladino Moreno
La aplicación Vertederos, está desarrollada para Android (IOS),bajocódigo fuente de JavaScript, está disponible de forma gratuitaenPlay Store (Google). Calcula el caudal que circula porvertederosrectangulares de cresta ancha, cresta delgada, tipoCreager,vertederos triangulares y trapezoidales. | Titularderechopatrimonial: Universidad Distrital Francisco José deCaldas.Copyrights © | Bogotá D. C. | Colombia | Autores: EdgarOrlandoLadino Moreno Cesar Augusto Garcia Ubaque Eduardo ZamudioHuertas
Sistema de Tuberías en Serie. 2.0
Edgar Orlando Ladino Moreno
Series piping system. Series Piping System
Diseño Tuberías a Presión. Dar 5.0
Edgar Orlando Ladino Moreno
Pressure piping design. Darcy-Weisbach
Coeficiente de Fricción Darcy 5.0
Edgar Orlando Ladino Moreno
Algorithm that calculates the coefficient of friction of DarcyWeisbach.
Hydrology 6.0
Edgar Orlando Ladino Moreno
Hydrology - Physiographic Calculations and Concentration Time.
AzimutApp 11
Edgar Orlando Ladino Moreno
AzimutApp: Calculates the azimuth and bearing from the observer'sposition.
AzimutApp 11
Edgar Orlando Ladino Moreno
AzimutApp: Calculates the azimuth and bearing from the observer'sposition.
Flujo Gradualmente Variado 2.0
Edgar Orlando Ladino Moreno
Gradually varied flow (H2, H3, A2, A3, M1, M2, M3, S1, S2, S3,C1,C2, C3)
Compuertas 2.0
Edgar Orlando Ladino Moreno
Hydraulic calculation of the discharge for gates and holes.
Parallel Pipes 2.0
Edgar Orlando Ladino Moreno
Parallel Pipes calculates the flow rate for 5 different pipes.