proportion_diverted: Proportion of Flow Diverted
In FlowWest/cvpiaFlow: Modeled Flow Data for the CVPIA SIT Model
Description
Usage
Format
Details
Source
Description
A dataset containing the proportion of flow diverted within watersheds for
use with the CVPIA SIT Salmon Population Model.
Usage
1
Format
dataframe with 985 rows and 32 variables:
- date
CALSIM II date
- Upper Sacramento River
D104 / C104
- Antelope Creek
(C11307 / (C11307 + C11308 + C11309) * D11305) / C11307
- Battle Creek
no modeled diversions
- Bear Creek
no modeled diversions
- Big Chico Creek
no modeled diversions
- Butte Creek
(C217B + D217) / (C217B + D217 + C217A)
- Clear Creek
no modeled diversions
- Cottonwood Creek
no modeled diversions
- Cow Creek
no modeled diversions
- Deer Creek
(C11309 / (C11307 + C11308 + C11309) * D11305) / C11309
- Elder Creek
(C11303 / (C11303 + C11304) * D11301) / C11303
- Mill Creek
(C11308 / (C11307 + C11308 + C11309) * D11305) / C11308
- Paynes Creek
no modeled diversions
- Stony Creek
D17301 / C42
- Thomes Creek
(C11304 / (C11303 + C11304) * D11301) / C11304
- Upper-mid Sacramento River
(D109 + D112 + D113A + D113B + D114 + D118 + D122A + D122B + D123 + D124A + D128_WTS + D128) / C110
- Sutter Bypass
no modeled diversions
- Bear River
D285 / (C285 + D285)
- Feather River
(D201 + D202 + D7A + D7B) / C6
- Yuba River
D230 / (C230 + D230)
- Lower-mid Sacramento River
(D129A + D134 + D162 + D165) / C128
- Yolo Bypass
no modeled diversions
- American River
D302 / C9
- Lower Sacramento River
(D167 + D168 + D168A_WTS) / C166
- Calaveras River
(D506A + D506B + D506C + D507) / C92
- Cosumnes River
no modeled diversions
- Mokelumne River
(D503A + D503B + D503C + D502A + D502B) / C91*
- Merced River
(D562 + D566) / C561
- Stanislaus River
D528 / C520
- Tuolumne River
D545 / C540
- San Joaquin River
(D637 + D630B + D630A + D620B) / (D637 + D630B + D630A + D620B + C637)
Details
The proportion diverted was calculated using 'FLOW-CHANNEL' and 'FLOW-DELIVERY' nodes from CALSIM II.
The nodes and calculation for each watershed are outlined above.
The diversions of Antelope Creek, Deer Creek and Mill Creek are represented by one diversion node.
Diversions for these creeks were estimated in proportion to their flow. Elder Creek and Thomes Creek
are also represented with a single node and their diversions were estimated using the same method.
*Mokelumne River flow and diversions are from a separate model provided by EBMUD.
Source
-
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
FlowWest/cvpiaFlow documentation built on Oct. 26, 2020, 11 p.m.
R Package Documentation
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Description Usage Format Details Source
Description
A dataset containing the proportion of flow diverted within watersheds for use with the CVPIA SIT Salmon Population Model.
Usage
1 |
Format
dataframe with 985 rows and 32 variables:
- date
CALSIM II date
- Upper Sacramento River
D104 / C104
- Antelope Creek
(C11307 / (C11307 + C11308 + C11309) * D11305) / C11307
- Battle Creek
no modeled diversions
- Bear Creek
no modeled diversions
- Big Chico Creek
no modeled diversions
- Butte Creek
(C217B + D217) / (C217B + D217 + C217A)
- Clear Creek
no modeled diversions
- Cottonwood Creek
no modeled diversions
- Cow Creek
no modeled diversions
- Deer Creek
(C11309 / (C11307 + C11308 + C11309) * D11305) / C11309
- Elder Creek
(C11303 / (C11303 + C11304) * D11301) / C11303
- Mill Creek
(C11308 / (C11307 + C11308 + C11309) * D11305) / C11308
- Paynes Creek
no modeled diversions
- Stony Creek
D17301 / C42
- Thomes Creek
(C11304 / (C11303 + C11304) * D11301) / C11304
- Upper-mid Sacramento River
(D109 + D112 + D113A + D113B + D114 + D118 + D122A + D122B + D123 + D124A + D128_WTS + D128) / C110
- Sutter Bypass
no modeled diversions
- Bear River
D285 / (C285 + D285)
- Feather River
(D201 + D202 + D7A + D7B) / C6
- Yuba River
D230 / (C230 + D230)
- Lower-mid Sacramento River
(D129A + D134 + D162 + D165) / C128
- Yolo Bypass
no modeled diversions
- American River
D302 / C9
- Lower Sacramento River
(D167 + D168 + D168A_WTS) / C166
- Calaveras River
(D506A + D506B + D506C + D507) / C92
- Cosumnes River
no modeled diversions
- Mokelumne River
(D503A + D503B + D503C + D502A + D502B) / C91*
- Merced River
(D562 + D566) / C561
- Stanislaus River
D528 / C520
- Tuolumne River
D545 / C540
- San Joaquin River
(D637 + D630B + D630A + D620B) / (D637 + D630B + D630A + D620B + C637)
Details
The proportion diverted was calculated using 'FLOW-CHANNEL' and 'FLOW-DELIVERY' nodes from CALSIM II. The nodes and calculation for each watershed are outlined above.
The diversions of Antelope Creek, Deer Creek and Mill Creek are represented by one diversion node. Diversions for these creeks were estimated in proportion to their flow. Elder Creek and Thomes Creek are also represented with a single node and their diversions were estimated using the same method.
*Mokelumne River flow and diversions are from a separate model provided by EBMUD.
Source
-
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
R Package Documentation
Browse R Packages
We want your feedback!
Note that we can't provide technical support on individual packages. You should contact the package authors for that.
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