riverRouting: base function for rivers and reachs simulation
In WRSS: Water Resources System Simulator

riverRouting

R Documentation

base function for rivers and reachs simulation

Description

Given a sort of demand(s), riverRouting function enable us to simulate rivers and channels under givn a hydrologic time series, inflow, and optional demand(s).

Usage

  riverRouting(demand=NA, priority = NA, discharge, seepageFraction=NA, simulation)

Arguments

`demand`	(optional) A matrix: is column-wise matrix of demands, at which the rows presents demands for each time step and columns are for different individual demand sites (MCM).
`priority`	(optional) A vector: is a vector of priorities associated to `demand`
`discharge`	(optional) A vector : a vector of water flowing into the diversion (MCM)
`seepageFraction`	(optional) The seepage coeffcient of river discharge flow. The seepage is computed as the product of seepageFraction and river discharge. It is in `[0, 1]` interval
`simulation`	A list: `simulation` is a list of three vectors: `start`, `end`, and `interval`. the `start` and `end` components must be in `'YYYY-MM-DD'` format. the `interval` component can takes either of `'day','week'`, or `'month'`.

Value

the riverRouting returns a matrix of release(s) corresponding to each demand(s).

Author(s)

Rezgar Arabzadeh

Examples

    demand         <-matrix(rnorm(480,15,3),120)
    priority       <-sample(1:3,4,replace=TRUE)
    discharge      <-rlnorm(120,log(50),log(4))
    simulation     <-list(start='2000-01-01',end='2000-04-29',interval='day')
    
    riverRouting(demand    = demand   ,
                 priority  = priority ,
                 discharge = discharge,
                 simulation= simulation)

WRSS documentation built on May 30, 2022, 1:07 a.m.