GSP Annual Report
5-022.06 MADERA
2023 (OCT. 2022 - SEP. 2023)
Multiple Annual Reports
GSP Local ID: Madera Subbasin Joint GSP
GSP Annual Report Information Comments
03/29/2024 4:39 PM
2023 (OCT. 2022 - SEP. 2023)
Multiple Annual Reports
A Groundwater Extraction
Total Groundwater Extractions (AF)
249,030
Water Use Sectors
22,410
0
226,620
0
0
0
0
B Groundwater Extraction Methods
Meters
10,250
Direct
5-10 %
Groundwater wells operated by the City of Madera for urban water use are 100% metered. The City's potable water supplies are exclusively from groundwater, which is pumped directly into the distribution system to meet demands in the Urban Water Use Sector (City of Madera GSA). Madera Water District operates agricultural groundwater wells that are also 100% metered. Groundwater pumped from these wells serve demands in the Agricultural Water Use Sector (Madera Water District GSA).
Estimated based on the typical field accuracy of meters, and the combined accuracy of volumes in distribution systems (accounting for metered groundwater, metered deliveries, unmetered deliveries, and apparent losses)
Electrical Records
0
Land Use
238,780
Estimate
20-30 %
Calculated as the closure of a Land Surface System water budget for the Madera Joint GSP GSAs area (closure of each water use sector was calculated separately for each GSA, accounting for measured pumping in the City of Madera and Madera Water District). All other Land Surface System water budget components were quantified using measured volumes (where available) or using unitized IWFM Demand Calculator (IDC) model results multiplied by land use areas. Land use data was developed from Land IQ data, USDA CropScape data, and crop report data.
Typical uncertainty when calculated for Land Surface System water balance closure. Uncertainty of the water budget closure is calculated as the combined uncertainty of all other water budget flow paths following the procedure described by Clemmens and Burt (1997), as discussed in the Annual Report. The uncertainties of all other flow paths are quantified based on measurement device accuracy, technical literature, or professional judgment.
Groundwater Model
0
Other
0
C Surface Water Supply
Total Surface Water Supply (AF)
407,800
Methods Used to Determine
CVP Supplies and Local Supplies: Calculated as the difference between Surface Water Inflows and Surface Water Outflows, by water source type (at this time, surface water reuse is not a significant source of supply in the Plan area). This assumes that the Surface Water Supply that is "used or available for use" includes all water that is diverted, infiltrated, or evaporated from waterways in the Plan area. Surface Water Inflows and Surface Water Outflows in the Plan area were directly measured (where a recorder or streamflow measurement station is available) or estimated through a waterway balance based on available records of diversions and spillage, and estimates of seepage, evaporation, and runoff (using waterway attributes from GIS analyses and NRCS soils data, and runoff calculated in an IWFM Demand Calculator (IDC) model).
Water Source Types
246,000
0
0
161,800
0
0
0
0
D Total Water Use
Total Water Use (AF)
830,900
Methods Used to Determine
Total Water Use is assumed to be the total volume of water that is applied to land surfaces or that precipitates onto land surfaces. A portion of this water is consumptively "used" through evapotranspiration/evaporation. The remaining water is "used" to recharge the Subbasin through deep percolation and seepage of runoff.
Groundwater is determined following the methods described in Part B (values may differ slightly due to rounding).
Surface water is determined from delivery records (from Districts) and diversion reports (eWRIMS, local sources).
Precipitation is determined from NOAA NCEI precipitation data.
Water Source Types
249,030
255,390
0
0
326,480
Precipitation
Water Use Sectors
55,120
0
634,170
0
41,210
100,400
0
E Change in Storage
Method used to calculate change in storage
Annual change in groundwater storage was calculated from the groundwater elevation contour maps based on the difference in annual spring contours for each of the principal aquifers (Upper and Lower Aquifer Zones). Both confined and unconfined groundwater conditions occur within the Subbasin. Outside of the delineated confined area, changes in groundwater levels (in both the Upper and Lower Aquifer Zones) were multiplied by representative specific yield values to estimate change in groundwater storage. Within the delineated area of confinement, groundwater potentiometric surface changes were multiplied by a much smaller storage coefficient value to calculate annual changes in groundwater storage.
