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GSP Annual Report

5-022.12 TULARE LAKE
2020 (OCT. 2019 - SEP. 2020)
Single Annual Report

GSP Annual Report Information Comments

04/01/2021 11:31 AM

2020 (OCT. 2019 - SEP. 2020)

Single Annual Report
5-022-12_WY_2020.pdf (9.6MB)
5-022-12_WY_2020.xlsx (16.8kB)
5-022.12 TULARE LAKE
Amer Hussain (Geosyntec Consultants)

A Groundwater Extraction

Total Groundwater Extractions (AF)

375,293

Water Use Sectors

27,118
0
339,474
0
0
0
8,701
Rural Domestic

B Groundwater Extraction Methods

Meters

136,606
Direct
0-5 %
Total data available from meters
Estimated

Electrical Records

0

        

        

Land Use

202,868
Estimate
10-20 %
Step 1: Determine Cropping Pattern; Step 2: Determine total crop demand (Total Crop Demand = Annual Crop Acreage * Annual Crop ETc); Step 3: Adjust for effective precipitation and irrigation efficiency [Farm Demand = (Total Crop Demand - Effective Precipitation) / Irrigation Efficiency]; Step 4: Calculate Un-met Demand (Un-met Demand = Farm Demand - Surface Water Deliveries) 
Crop ET estimated from model. Outside of Agricultural lands estimated with best available data.

Groundwater Model

0

        

        

Other

0

        

        

C Surface Water Supply

Total Surface Water Supply (AF)

315,262

Methods Used to Determine

Measured volumes using weirs, flumes, and flow meters.

Water Source Types

0
45,190
0
212,594
57,478
0
0
0

        

D Total Water Use

Total Water Use (AF)

774,527

Methods Used to Determine

Sum of surface water deliveries, groundwater extraction, and effective precipitation.

Water Source Types

375,293
315,262
0
0
0

        

Water Use Sectors

27,118
0
738,708
0
0
0
8,701
Rural Domestic

E Change in Storage


Method used to calculate change in storage

Groundwater elevation contours interpolated from spring and fall measurement events were converted to elevation surfaces. ESRI ArcGIS software was used to calculate the change in aquifer volume between water years from these elevation surfaces for both the A and B zones, which collectively form the unconfined principal aquifer. These initial volume changes were multiplied by specific yields of 7% for the A zone and 2% for the B zone to obtain actual water volume changes within the aquifer for the water year. Storage changes for the confined aquifer (C zone) could not be calculated to to a lack of InSAR data for the water year.

F Monitoring Network Module

SGMA Wells Elevation Readings Export (CSV)


General Sites Elevation Readings Export (CSV)