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C2VSim Workshop 5 - C2VSim Surface Water Representation
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Transcript of C2VSim Workshop 5 - C2VSim Surface Water Representation
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The California Central Valley Groundwater-Surface Water
Simulation Model
Surface Water Processes
Charles Brush Modeling Support Branch, Bay-Delta Office
California Department of Water Resources, Sacramento, CA
CWEMF C2VSim Workshop January 23, 2013
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Outline
IWFM Surface Water Process
Stream Reach Budget
IWFM Small-Stream Watersheds Process
Small Watersheds Budget
C2VSim Results
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IWFM Surface Water Process
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Surface Water Process
Diversions
Inflow
Outflow
Runoff
Return Flows
Groundwater
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IWFM
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Stream Flow and Stream-Aquifer Interaction
• Assumption of zero storage at a stream node in computing stream flows; i.e. total inflow equals total outflow
• Fully coupled stream and groundwater conservation equations
• Simultaneous solution of stream and groundwater equations results in the computation of stream-aquifer interaction
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Stream Flow • Assumption of zero storage at a stream node
s soutsinQ Q Q 0− + =
Qs = stream flow, (L3/T) Qsin = inflows into stream (flow from upstream nodes, return
flow, rainfall runoff, tributary inflows, tile drain, lake outflow, bypass, user specified flows), (L3/T)
Qsout = outflows from stream (diversions, bypass flows, stream-aquifer interaction), (L3/T)
• Assumption requires simulation time step to be large enough for stream flow to travel from upstream to downstream in a single time step
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Stream-Groundwater Interaction
; ss s ssint b b s
KQ C max h ,h max h,h C LWd
= − =
stream surface
W
ds
h hb hs
datum
groundwater table
Qsint = stream-aquifer interaction, (L3/T) h = groundwater head, (L) hs = stream surface elevation, (L) hb = stream bottom elevation, (L) Ks = stream bed hydraulic
conductivity, (L/T) ds = stream bed thickness, (L) L = length of stream segment, (L) W = channel width, (L)
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Stream Diversions • Used to meet agricultural
and urban water demands
• User-specified fractions of diversion become recoverable (recharge to groundwater) and non-recoverable (evaporation) losses
• May be used to simulate spreading basins (100% recoverable and non-recoverable losses)
Stream
Groundwater
Recoverable Loss
Non-recoverable Loss
Delivery
Diversion
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Lake-Groundwater Interaction • One or more elements can be specified
as lake elements
• Lakes are fully coupled with groundwater
• Lake storage is a function of precipitation, evaporation, inflows, lake-aquifer interaction and lake outflow
lklkin lkout
S Q Q 0t∆
− + =∆
∆Slk = change in lake storage, (L3)
Qlkin = lake inflow (precipitation, inflows from streams and upstream lakes), (L3/T)
Qlkout = lake outflow (evaporation, lake spill, lake-aquifer interaction), (L3/T)
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Lake-Groundwater Interaction
( ) ( ) lklkint lk lk blk blk lk lk
lk
KQ C max h ,h max h,h ; C Ad
= − =
datum
hlk
hlkmax
lake surface
iblkh
ilkd
Qlkint = lake-aquifer interaction, (L3/T) h = groundwater head, (L) hlk = lake surface elevation, (L) hblk = lake bottom elevation, (L) Klk = lake bed hydraulic conductivity,
(L/T) dlk = lake bed thickness, (L) Alk = area of lake, (L)
• Lake outflow is computed when lake surface elevation exceeds maximum lake elevation
• Lake outflow can be directed to a stream node or a downstream lake
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Monthly at 38 locations
Inflows
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Inflows File
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Inflows File Sacramento River
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Monthly at 246 locations
Diversions
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Surface Water Diversions
• Diversions and imports – “Diversions” means water taken from a
simulated river node, subject to availability – “Imports” generally means water taken from a
source that is not modeled • Reservoirs outside the model area serving canals • Reservoirs inside the model area that are not
modeled (for example Black Butte and Camanche) • Complex delivery systems (California Aqueduct)
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Surface Water Imports
• Friant-Kern Canal – Release water from Millerton Lake to canal – Deliveries to contractors along canal – Wasteway flows to river beds for delivery to
down-stream customers – Flows to Kern River
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Surface Water Imports
• Friant-Kern Canal deliveries simulated as: – Imports to individual subregions – Separate diversions for
• Agricultural • Urban • Refuges • Spreading (Aquifer Storage)
– Diversions to some districts via river channels • Inflow “FKC Wasteway Deliveries to Tule River” • Diversion from river
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Surface Water Exports & Imports
• California Aqueduct – Pump water from Delta to San Luis Reservoir
(outside model area) – Release water from San Luis Reservoir for use
inside model area – Release water from San Luis Reservoir for use
outside model area
• Simulated as exports and imports – Too complex to incorporate in a regional model
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Diversion Specification
Source River Node (0 = import) Allocation to losses and delivery Destination subregion Land use (23 = Ag, 22 = urban)
Diversion source and destination
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Diversion Specification Recharge area for recoverable losses
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• Flood control • Kings River bifurcation • ASR programs
Bypasses
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Bypass Specification Source and destination river nodes
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Bypass Specification Recharge area for recoverable losses
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River Parameters
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Lake Parameters
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Stream Reach Budget
Column Flow 08/31/2004 Process Upstream Inflow (+) IN 2,944 Downstream Outflow (-) OUT 781 Tributary Inflow (+) IN 0 SWS Tile Drain (+) IN 0 GW Runoff (+) IN 0 LS Return Flow (+) IN 2 LS Gain from Groundwater (+) +/- -1,593 GW Gain from Lake (+) +/- 0 Diversion (-) OUT 0 LS By-pass Flow (-) OUT 573 Discrepancy (=) 0.00 Diversion Shortage 0
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Lake Budget
Column Flow 08/31/2004 Process Beginning Storage (+) 63,418 Ending Storage (-) 51,052 Flow from Upstream Lake (+) IN 0 Flow from By-passes (+) IN 799 Precipitation (+) IN 0 Gain from Groundwater (+) +/- 1,939 GW Lake Evaporation (-) OUT 15,104 Lake Outflow (-) OUT 0 Discrepancy (=) 0.30 Lake Surface Elevation (FEET) 185
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Diversions & Imports
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Surface Water Destinations
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1922-1929 1960-1969
2000-2009
Surface Water Destinations
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Notes
IWFM Small Watersheds
Groundwater
Surface Water
Precipitation Evapotranspiration
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Small-Stream Watersheds
• Calculate monthly ungaged surface water inflows and groundwater inflows
• Areas and flow channels from CalWater watershed coverage
• Grouped with nearest boundary node • Resulted in 210 small-stream watersheds • Approximately 5% of surface water inflow
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Small-Stream Watersheds
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Small-Stream Watersheds
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Small-Stream Watersheds Eliminate the gaged watershed
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Small-Stream Watersheds These are the ungaged watersheds
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Small-Stream Watersheds Overland flow paths
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Small Watersheds
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Small Watershed Parameters
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Small Watershed Budget
Column Flow 08/31/2004 Process Total SW Outflow OUT 6,049 GW Base Outflow OUT 90,386 Base Flow + Surface Percolation OUT 90,456 Net Surface Outflow to Streams OUT 5,979
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Small-Watershed Inflows
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Small Watershed Inflows
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