flows_cfs.Rd
A named list containing datasets from the 2008-2009, 2018-2019 BiOp, and Calsim Run of River Calsim II runs and the LTO-12a Calsim III runs for use with the CVPIA SIT Salmon Population Model to develop habitat inputs. This data object also contains synthetic hydrographs for functional flows designed to optimize salmonid survival. The named list components are:
biop_2008_2009: flow in cubic feet per second within watersheds from the 2008-2009 Calsim II BiOp run.
biop_itp_2018_2019: flow in cubic feet per second within watersheds from the 2018-2019 Calsim II BiOp run.
calsim_run_of_river: flow in cubic feet per second within watersheds from the Calsim Run of River run.
eff: flow in cubic feet per second within watersheds with a synthetic hydrograph for the Upper Sacramento River and San Joaquin River
LTO_12a: flow in cubic feet per second within watersheds from the Calsim III LTO-12a run.
LTO_12a_eff_dy: flow in cubic feet per second within watersheds from the Calsim III LTO-12a run, with the functional flow synthetic hydrograph spliced in for model dry years.
flows_cfs
named list with five components, each containing a dataframe with 972 rows and 31 variables for Calsim II runs and 1200 rows and 31 variables for Calsim II runs:
CALSIM II date
C104
C11307
C10803
C11001*
C11501
C217A
C3
C10802
C10801
C11309
C11303
C11308
C11001
C142A
C11304
C115
C285
C203
C230
C134
C160
C9
C166
C92
C501
C91**
C561
C520
C540
C630
Data Wrangling: Sadie Gill sgill@flowwest.com
Node Selection: Mark Tompkins mtompkins@flowwest.com and Mike Urkov mike.urkov@gmail.com
CALSIM Model Output: Michael Wright mwright@usbr.gov
The flow is represented using 'FLOW-CHANNEL' and 'FLOW-DELIVERY' nodes from CALSIM II. The nodes and calculation for each watershed are outlined above.
The Sutter and Yolo Bypasses' flows are stored in a separate dataset
bypass_flows
to enable the habitat segmentation in the bypasses
according to weir locations.
The Lower-mid Sacramento River has two nodes, one above Fremont Weir (C134) and one below (C160). When calculating habitat for the Lower-Mid Sacramento river, calculate the habitat at each flow node and sum them proportion to the length of stream above and below the weir: $$35.6/58 * (habitat at C134) + 22.4/58 * (habitat at C160)$$
*Because there are no modeled flows at Bear Creek, flows at Paynes Creek are used
**Mokelumne River flow is from a separate model provided by EBMUD.