In hydrology, a water budget or balance equation can be used to describe the flow of water in and out of a system.
For a given catchment area in an interval of time Δt, continuity equation is given as:
Mass inflow ― Mass outflow = Change in mass storage.
Vi ―Vo = ΔS
Where,
Vi = Inflow volume
Vo = outflow volume
ΔS = change in storage
Water Budget Equation in hydrological cycle:
It involves writing the hydrological continuity equation for the lake and determining the evaporation from a knowledge or estimation of other variables.
P ―R ―G ―E ―T = ΔS
or, P ―(R +G +E+ T) = ΔS
Where,
P = precipitation
R = surface runoff
G = net ground water flow
E = evaporation
T = transpiration
Rainfall, Evaporation, Surface runoff are expressed in units of depth over the catchment i.e, if annual flow from a 20 square km catchment is 10^8 cubic m. then corresponds to depth of {(10^8)/(20*10^6)}=5m.
For a given catchment area in an interval of time Δt, continuity equation is given as:
Mass inflow ― Mass outflow = Change in mass storage.
Vi ―Vo = ΔS
Where,
Vi = Inflow volume
Vo = outflow volume
ΔS = change in storage
Water Budget Equation in hydrological cycle:
It involves writing the hydrological continuity equation for the lake and determining the evaporation from a knowledge or estimation of other variables.
P ―R ―G ―E ―T = ΔS
or, P ―(R +G +E
Where,
P = precipitation
R = surface runoff
G = net ground water flow
E = evaporation
T = transpiration
Rainfall, Evaporation, Surface runoff are expressed in units of depth over the catchment i.e, if annual flow from a 20 square km catchment is 10^8 cubic m. then corresponds to depth of {(10^8)/(20*10^6)}=5m.
0 comments: