Data Sources: CDFW 1991 (pg. 105 - 107)
Instream spawning and rearing habitat for Fall Run Chinook Salmon and Steelhead in the Mokelumne River is based on data from USFWS’s 1998 instream flow evaluation and EBMUD’s 2016 instream habitat evaluation. The East Bay Municipal Utility Distract (EBMUD) instream spawning and rearing habitat data were provided in a spreadsheet. Together, these evaluations determined relationships between flow and both suitable spawning and rearing habitat for reaches spanning approximately 35 miles of the Mokelumne River.
The instream spawning and rearing habitat data described above are combined for use in the Decision Support Model (DSM) in the following format. Units are in square feet per 1000 feet.
flow_cfs | FR_spawn_wua | FR_fry_wua | FR_juv_wua | ST_spawn_wua | watershed |
---|---|---|---|---|---|
100 | NA | 26783.27 | 29606.59 | NA | Mokelumne River |
105 | 5662.441 | 26584.44 | 29465.08 | 3969.682 | Mokelumne River |
140 | 7016.761 | 25234.03 | 28541.24 | 5167.945 | Mokelumne River |
180 | 8240.197 | 23675.02 | 27441.99 | 6462.489 | Mokelumne River |
200 | NA | 22880.65 | 26872.73 | NA | Mokelumne River |
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The following plot shows the weighted usable spawning area (WUA) rate in square feet per thousand feet for Fall Run Chinook Salmon (FR).
The flow:area relationships from USFWS and EBMUD were first expanded using linear interpolation to ensure the relationships for each evaluation reach included the same flows. A single rearing habitat area representing the entire river was then estimated for each flow. Each area was weighted in proportion to the length of the evaluation reach from which the area was originally estimated. The resulting areas were then converted to an area per unit length by dividing the area by the length of the rearing reach mapped by the Scince Integration Team (SIT).
The following plot shows the rearing WUA in square feet per thousand feet for Fall Run Chinook Salmon fry and juvenile.
Data Source: CVPIA Annual Progress Report Fiscal Year 2019
The flow : floodplain area relationship for the Mokelumne River is based on high resolution (4 square foot cell size) two-dimensional hydraulic modeling completed by EBMUD in 2017 (Technical Memorandum in preparation by Robyn Bilski at EBMUD). The Mokelumne model was broken into seven reaches (Figure 14) based on the availability of stage-discharge relationships. The extent of this modeling is from River Mile 62.8 to River Mile 64. All area inundated flows less than or equal to 400 cfs were considered as instream. The inundated area per length value from this modeled reach was extrapolated to the entire rearing reach in the Mokelumne River, from Camanche Dam downstream to the point of tidal influence. This flow : floodplain area relationship was used for all salmon and steelhead runs in the Mokelumne River. The following table contains the flow : floodplain area relationships used in the Decision Support Model (DSM).
flow_cfs | FR_floodplain_acres | SR_floodplain_acres | ST_floodplain_acres | watershed |
---|---|---|---|---|
400 | 0.00 | 0.00 | 0.00 | Mokelumne River |
800 | 135.50 | 135.50 | 135.50 | Mokelumne River |
900 | 160.72 | 160.72 | 160.72 | Mokelumne River |
1100 | 203.68 | 203.68 | 203.68 | Mokelumne River |
1300 | 239.44 | 239.44 | 239.44 | Mokelumne River |
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