Conceptual Model of Stream Flow Processes for the Russian River Watershed. Chris Farrar

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Conceptual Model of Stream Flow Processes for the Russian River Watershed Chris Farrar

Several features of creeks affect the interactions between surface and groundwater. This conceptual model uses the thickness and type of alluvial deposit and the degree of channel confinement. The conceptual model analyzes these features and defines 8 channel types: Colluvial channels Bedrock canyon channels Confined alluvial channels Semiconfined alluvial channels Dissected alluvium channels Alluvial fan channels Unconfined alluvial channels Regulated river channel We applied the conceptual model to the fish-bearing creeks in 8 subareas of the Russian River basin. I will present the channel types for several tributaries.

Conceptual model of stream flow processes This figure shows a cross section through the watershed and defines the 8 channel types in their typical locations in the drainage. The arrows show hydrological exchange.

Gill Creek Sausal Creek Pena Creek Data for 40 stream flow gages in each channel type were analyzed to evaluate the seasonality of flow. Gages in alluvial fan channel show intermittent flows.

Big Sulphur Gill Creek Mark West Sausal Creek Warm Springs Stream flow gaging data for Bedrock Channels shows year round flows in most years

Channel typology for the Knights Valley subarea shows six channel types Watershed Boundary

Colluvial Channel High slope >8% headwater streams Flow through unconsolidated hillslope material or colluvium Flows are intermittent These channels make up 50-80% of drainage networks make significant contribution to downstream flow Don t support salmonid habitats except in a few locations but support macroinvertebrates and amphibians May have on-stream reservoirs

Bedrock Channel High channel slope 1-8% Creek is confined by canyon walls No floodplains and little alluvium Year round flow Bedrock relatively impermeable, water does not infiltrate Cracks and fissures in bedrock can deliver water into creek Affected by direct diversions, wells in certain types of bedrock Most likely channels for summer rearing by steelhead

Confined Alluvial Channel Channel slope is 1-4% with confining walls There are gravel bars but no floodplains Channel will have pool and riffle morphology Stream flow gaging shows year round flow in most locations but also summer dry conditions Rural residential uses may border creek Wells need to be screened in the underlying bedrock not the alluvium Adjacent roads can channelize the creek and remove riparian and aquatic habitats May support salmonid spawning and winter rearing with fish moving to bedrock channels for summer rearing

Semiconfined Alluvial Channel Channel slopes are 1-4% Channel has floodplains, gravel bars, riffles and pools One bank is constrained by valley wall Occur where pull-apart activity has occurred May have secondary channels, floodplain wetlands and sloughs Stream flow gages show year round flow and some intermittent summer conditions Both agriculture and rural residential land uses may border channel Shallow wells and direct diversions can affect flow May support salmonid spawning and winter rearing with fish moving to bedrock channels for summer rearing

Alluvial Fan Channel Channel slope 2-4% Cone or fan-shaped, unconfined alluvial deposit Form at transition between high slope bedrock channel and flat valley floor Braided and multi-channeled system with channels migrating across fan in flood events Water infiltrates at head of fan, may have lakes or wetlands at end of fan Intermittent flow, may dry between winter storms Agriculture on fan usually manages for one channel Does not support salmonid habitats May be a barrier to salmonid migrations between river and bedrock creeks

Alluvial fan channel has intermittent flows in winter and dry conditions in summer

Dissected Alluvium Channel Channel slope 1-4% Older Pleistocene-era alluvium was deposited into pull-apart basins then uplifted Limited in distribution, alluvium is high in clay so banks are tall and more competent than younger alluvium Year round flow to intermittent, summer dry conditions Agricultural and rural residential uses border these channels. Wells are low production only used by houses Salmonids may spawn and rear if flow is adequate On-stream reservoirs and direct diversions affect flow

Russian River Maacama Creek Unconfined Alluvial Channel Channel slope <1% Primarily occur on valley floor No confinement by hillslopes Historically channels meandered, had floodplains with oxbow wetlands, slough and secondary channels Entrenchment of river channel lowered groundwater table in valley and makes these channels dry in summer and between storms Most highly modified channelized by agriculture and put in pipes for urban Used as migratory stream by salmonids With flows going subterranean fish may be stranded or unable to migrate

Regulated River Russian River Maacama Creek Main stem river is an unconfined alluvial channel of <1% slope in valleys with bedrock channel between valleys Flow is regulated by Coyote Dam to have higher flows in the dry season and lower flows in the winter Channel was wide and shallow historically and now is highly entrenched and narrow, disconnected from its floodplain with a lowered groundwater table

Conceptual model of stream flow processes This figure shows a cross section through the watershed and defines the 8 channel types in their typical locations in the drainage. The arrows show hydrological exchange.

Ukiah Valley subarea Ukiah Morrison Creek

Morrison Creek bedrock channel in summer

Alluvial fan channel in Morrison Creek watershed Stream flow infiltrating into alluvium on alluvial fan in Morrison Creek watershed

Russian River Alluvial fan/unconfined alluvial channel Morrison Creek watershed Stream flow going subterranean into alluvium. Arrow shows direction of flow. River stage is low

Delta of Morrison Creek at confluence with regulated Russian River channel

Channel Type Size of Alluvial Deposit Channel Slope Classes (%) Months of Continuous Stream Flow Water Temperature in Summer Types of Human Use Resiliency to Drought Effects of Main Stem Stage Fluctuations Vulnerabili ty to Bank Erosion Colluvial (COL) Bedrock Canyon (BRK) Confined Alluvial (CON) Semi confined Alluvial (SEM) none >8 <6 none small mediu m 0-1, 1-2, 2-4, 4-8, >8 0-1, 1-2, 2-4 0-1, 1-2, 2-4 12 6-12 10-12 Dry soon after rain. Cool when groundwater fed and has riparian canopy Cool when groundwater fed, sensitive to riparian canopy Cool when groundwater fed, sensitive to canopy cover and pool depth On-stream dams On-stream dams, direct diversions, wells for agriculture and rural residential uses. On-stream dams, direct diversions to off-stream storage for agriculture and residential uses Direct diversions, wells in floodplain, floodplain development, direct diversion into offstream ponds for agriculture or residential uses. Dry most of the time--no resiliency N/A Low High N/A None Moderate Low Low Moderate, depends on alluvial deposit thickness Vulnerable if no grade control at confluence with main stem. Medium

Channel Type Dissected Alluvium (DIS) Alluvial Fan (FAN) Unconfined Alluvial (UNC) Regulated (REG) Size of Alluvial Deposit medium 0-1, 1-2, 2-4 medium or large Channel Slope Classes (%) 0-1, 1-2, 2-4 Months of Stream large 0-1 No gages 3-12 estimated Water Temperature in Summer Flow 8-12 Variable temperatures sensitive to surface water/groundwat er interactions and riparian canopy 5-9 Warm, poorly shaded Variable temperatures, sensitive to surface water/groundwat er interactions and riparian canopy. Types of Human Use On-stream reservoirs, direct diversions to offstream storage, wells in floodplain for agriculture and residential uses. Wells, winter direct diversion into off-stream storage for agriculture. Most extreme effects gravel mining, channelization, wells, onstream reservoirs, direct diversions into offstream reservoirs, floodplain development for agriculture and residences. large 0-1 12 Warm Most extreme effects gravel mining, channelization, wells, floodplain development, large on-stream reservoir. Resiliency to Drought Effects of Vulnerabili Main Stem ty to Bank Stage Erosion Fluctuations Variable Low Medium Low Vulnerable High Low, depends on location relative to regulated channel Very vulnerable High High N/A High