aquiferRouting {WRSS}

base function for aquifer simulation

Description

Given a sort of demand(s), aquiferRouting function simulates a lumped and simple model of an unconfined aquifer under an optional givn recharge time series, rechargeTS, and specific yield, Sy.

Usage

  aquiferRouting(demand, priority = NA, area, volume,
                 rechargeTS = NA, leakageFraction = NA,
                 initialStorage = NA, Sy, simulation)

Arguments

demand

(optional) A matrix: is column-wise matrix of demands, at which the rows present demands for each monthly time step and columns are for different individual demand sites (MCM).

priority

(optional) A vector: is a vector of priorities associated to demand

area

The area of aquifer (Km^2)

volume

The aquifer volume (MCM)

rechargeTS

(optional) A vector : a vector of water flowing into the aquifer (MCM)

leakageFraction

(optional) The leakage coeffcient of aquifer storage. The leakage is computed as the product of leakageFraction and aquifer storage. It is in [0, 1] interval

initialStorage

(optional) The initial volume of aquifer at the first step of the simulation (MCM). If missing, the function iterates to carry over the aquifer

Sy

Specific yield (default: 0.1)

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 aquiferRouting function returns a list of objects as bellow:

• release: a matrix of release(s) equivalant to each demand (MCM)

• leakage: a vector of leakage time series (MCM)

• storage: a vector of storage time series (MCM)

Author(s)

Rezgar Arabzadeh

References

Mart nez-Santos, P., and J. M. Andreu. "Lumped and distributed approaches to model natural recharge in semiarid karst aquifers." Journal of hydrology 388.3 (2010): 389-398.

See Also

reservoirRouting

Examples

    
    area           <-200
    leakageFraction<-0.01
    Sy             <-0.15
    volume         <-20000
    priority       <-c(3,1,1,2)
    rechargeTS     <-rnorm(120,60,8)
    demand         <-matrix(rnorm(480,10,3),120)
    simulation     <-list(start='2000-01-01',end='2009-12-29',interval='month')
    
    res<-
      aquiferRouting(demand         =demand         ,
                     priority       =priority       ,
                     area           =area           ,
                     volume         =volume       ,
                     rechargeTS     =rechargeTS     ,
                     leakageFraction=leakageFraction,
                     Sy             =Sy             ,
                     simulation     =simulation)
    
    plot(res$storage$storage,ylab='Storage (MCM)',xlab='time steps(month)',type='o')