routing: routing: Empirical hydrograph routing by the Convex and...

In hydrocodes/hydRopUrban: hydRopUrban

routing: Empirical hydrograph routing by the Convex and MCunge method

Description

Estimation of routed hydrograph and peak flows by the Convex and method.

Usage

routing(inflow, Qo, B, L, S, n, dt)

Arguments

flow.in: A vector: Input hydrograph in m3/s flow.ref: A numeric value: Reference discharge in m3/s flow.init: A numeric value: initial discharge in m3/s channel: A numeric value: Reference open width in m velocity: A numeric value: Reference velocity in m/s longitud: A numeric value: Travel length in m slope: A numeric value: channel slope in m/m flow.area: A numeric value: Q-A relationship exponent of the hydraulic section Q=e*A^m cmanning: A numeric value: Manning's roughness coefficient delta.time: A numeric value: Time interval in hours method: A character: select method path: An option: path

Examples

routing(flow.in = inflow, flow.ref = 1.5, velocity = 2.1, slope = 0.01, channel = 20, longitud =  2500, flow.area = 1.31, flow.init = 0, delta.time = 0.05, method = 'mcunge')

hydrocodes/hydRopUrban documentation built on April 16, 2024, 9:06 p.m.