crwr-prepro calculation of hydrologic parameters francisco olivera, ph.d. center for research in...
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CRWR-PreProCalculation of Hydrologic Parameters
Francisco Olivera, Ph.D.Center for Research in Water Resources
University of Texas at Austin
Texas Department of Transportation (TxDOT)Water Resources Modeling Using GIS2000 - Austin, Texas
Hydrologic Parameters
Watershed Abstractions and routing
method Parameters
Stream Routing method Parameters
Watershed Abstractionsand Routing Method
Abstractions: rainfall/runoff transformation
SCS curve number method
Initial loss + constant rate loss
Routing: runoff/flow transformation
Soil Conservation Service (SCS) synthetic
unit hydrograph
Watershed Abstractions
Soil properties
Precipitation (mm/hr)
Runoff (mm/hr)
Runoff = f(precipitation, soil properties, moisture conditions)
Watershed Routing
Runoff (mm/hr)
Flow (m3/s)
Watershed
Watershed Routing
Runoff (mm/hr)
Flow (m3/s)
Time
Ru
noff
an
d F
low
Flow = f(Runoff, Watershed hydrologic properties)
Time
Hydrologic Parameters
Watershed Abstractions and routing method Parameters
Stream Routing method Parameters
Watershed
Area
Average curve number
Initial + constant rate loss
Length of longest flow-path
Slope of longest flow path
Lag time
Watershed Abstractions
Average Curve Number
SCS MethodInitial + Constant
Method
Initial Loss (mm)Constant Loss
(mm/hr)
Elevation Grid
Flow Length Downstream
Flow Length Upstream
Longest Flow-Path
Flow Length Downstream to the Watershed Outlet
Hydrologic Parameters
Flow length downstream to the sub-basin outlet.
Flow Length Upstreamto the Watershed Divide
Hydrologic Parameters
Flow length upstream to the sub-basin divide.
A NODATA cell is defined at the sub-basin outlets before running the flow length function.
Watershed Longest Flow-Path
Hydrologic Parameters
Sub-basin longest flow-path.
The longest flow-path is the geometric locus of the points for which the sum of both flow lengths is a maximum.
Slope of WatershedLongest Flow Path
Hydrologic Parameters
t5.3,
S67.31
]9)CN/1000[(Lmaxt
5.0
7.08.0w
p
tp: sub-basin lag-time (min)LW: length of sub-basin longest flow-path (ft)CN: average Curve Number in sub-basinS: slope of the sub-basin longest flow-path (%)t: analysis time step (min)
Sub-basin lag-time according to the SCS formula:
Watershed Lag-Time (SCS)
Flow length upstream and downstream
AverageCurve Number
Length and slope of the longest flow-
path
Identification of the longest flow-path
Lag-time
Hydrologic Parameters
t5.3,
V60
L3048.06.0maxt
w
wp
tp: sub-basin lag-time (min)Lw: length of sub-basin longest flow-path (ft)Vw: average velocity sub-basin longest flow-path (m/s)t: analysis time step (min)
Sub-basin lag-time according to 0.6 L/v formula:
Watershed Lag-Time (L/V)
Flow length upstream and downstream
Longest flow-path average velocity
Length of the longest flow-path
Lag-time
Hydrologic Parameters
Sub-basin parameters: Grid code, area (Km2), unit hydrograph model (SCS), length of longest flow path (m), slope of longest flow path (fraction), average curve number, lag-time (min), baseflow (none).
Hydrologic Parameters
Watershed Abstractions and routing method Parameters
Stream Routing method Parameters
Routing Method
Pure-Lag Method
Flow is delayed a fixed amount of time tlag.
)t(I)tt(Q lag
tlag: flow time in the reachI: inflow to the reachQ: outflow from the reach
Muskingum Method
Flow is delayed a fixed amount of time K, and redistributed around its centroid.
QIdt
dSandQ)X1(IXKS
S: storage in the reachK: flow time in the reach (t < K < t/2X)X: storage parameterI: inflow to the reachQ: outflow from the reacht: analysis time step
Routing Method
Flow time (Ls/Vs)
Ls/Vs < t
MuskingumRouting
Ls/Vs > t
Pure LagRouting
Ls: length of the streamVs: flow velocity in the streamt: analysis time step
Hydrologic Parameters
Watershed Abstractions and routing
method Parameters
Stream Routing method Parameters
Hydrologic Parameters
s
slag V60
Lt
tlag: reach lag-time (min)Ls: length of reach (m)Vs: reach average velocity (m/s)
Reach lag-time for Pure Lag routing:
Hydrologic Parameters
s
s
V3600
LK
K: Muskingum parameter K (hr)X: Muskingum parameter XLs: reach length (m)Vs: reach average velocity (m/s)n: number of sub-reaches
1t
V60/LX2intn ss
Reach lag-time and number of sub-reaches for Muskingum routing:
Hydrologic Parameters
Pure lag routing for Ls/60vs < t, otherwise Muskingum routing.
Reach parameters: Grid code, sub-basin code, length(m), velocity (m/s), routing method (Lag or Muskingum), lag time (min), Muskingum X, Muskingum K (hr), number of sub-reaches.