Arizona Department of Water Resources 16A-AWS001-DWR November 13, 2016 Keith Nelson Modeling Section Manager
Outflow: Well Pumpage GW System Inflow: Natural Recharge; Incidental AG Recharge; Treated Effluent Recharge GW System Outflow: Groundwater discharge (baseflow); EVT and Underflow
▼ Outflow: Well ▼ Pumpage ▼ GW System Inflows: Natural Recharge; Incidental AG Recharge; Treated Effluent Recharge Model is Calibrated by matching water levels, ▼ , and baseflow targets ≈ . The calibration process is described in detail and is transparent in ADWR model report. GW System Outflows: Groundwater discharge (baseflow, ≈ ); EVT and Underflow
Observed Streamflow Data at Humboldt Gage minimum flow (cfs) Notes 2000 0.53 dry year 2001 0.20 dry year 2002 0.00 dry year 2003 0.00 dry year 2004 0.00 dry year 2005 1.80 following major Flood Recharge 2006 0.62 possible antecedent conditions from 2005? 2007 0.25 dry year "over-riding" effluent signature? 2008 0.90 modest stream recharge; "over-riding" effluent signature? 2009 0.71 very dry year "over-riding" effluent signature? 2010 1.40 following major Flood Recharge 2011 0.73 dry year "over-riding" effluent signature? 2012 0.09 dry year 2013 0.00 dry year 2014 0.00 Active monsoon, after zero flow events… 2015 0.55 following active monsoon (2014) 2016 0.00
Photo Taken in May 2010, looking south from 169
Simulated and Observed Groundwater Discharge, Agua Fria River 7 Simulated Groundwater Discharge, Agua Fria River Baseflow, 1939-2011 mean = 2.22 cfs; 1980-2011 mean-2.23 cfs ADWR_OBS_Selected Seasonal Manual Measurements, Flow Targets, Inverse Model 6 USGS_Observed Seasonal Flow (USGS Gauge, 09512450), Flow Targets, Inverse Model Observed baseflow (1980-2012 - field measured, Wilson (1988), ADWR; USGS), mean=1.97 cfs (1,430 AF/yr) {Note Groundwater Discharge (cfs) effluent releases in upper reach of Agua Fria River started in 1994} 5 Observed_Summer_Season_minimun 4 3 2 1 0 11/1/39 10/31/49 11/1/59 11/1/69 11/2/79 11/2/89 11/2/99 11/2/09
Simulated and Observed Groundwater Discharge, Agua Fria River 7 Simulated SWG Groundwater Discharge, Agua Fria River Baseflow (mean=3.94 cfs) ADWR Simulated Groundwater Discharge, Agua Fria River Baseflow, 1939-2011 mean = 2.22 cfs; 1980-2011 mean 2.23 cfs 6 Observed Flow (1980-2012 - field measured, Wilson (1988), ADWR; USGS), mean=1.97 cfs (1,430 AF/yr) {Note effluent releases in upper reach of Agua Fria River started in 1994} Groundwater Discharge (cfs) Observed_Summer_Season_minimum 5 4 3 2 1 0 11/1/1939 10/31/1949 11/1/1959 11/1/1969 11/2/1979 11/2/1989 11/2/1999 11/2/2009
4495 UAF Sub-Basin near Humboldt Observed Water Levels at Well, (A-13-01)14bdc2 4490 ADWR_Sim 4485 SWG_Sim 4480 4475 4470 4465 4460 9 11/01/39 10/31/49 11/01/59 10/31/69 11/01/79 10/31/89 11/01/99 10/31/09
4565 UAF Sub-Basin near Dewey 4555 4545 4535 4525 4515 Observed Water Levels at Well, (A-13-01) 02cad 4505 SWG_Sim 4495 ADWR_Sim 4485 11/01/39 10/31/49 11/01/59 10/31/69 11/01/79 10/31/89 11/01/99 10/31/09 10
4705 UAF Sub-Basin, Adjacent to Lynx Creek Area of High Recharge (Hydrograph shown twice in Model Report) 4695 Observed Water Levels at Well, (A-14-01)28BBB 4685 4675 ADWR_Sim_Base 4665 SWG_Sim 4655 4645 4635 4625 4615 11/01/39 10/31/49 11/01/59 10/31/69 11/01/79 10/31/89 11/01/99 10/31/09
4920 UAF Sub-Basin, 4910 Upper Lynx Creek Area Reference Location Used in 4900 2014 AHS Presentation 4890 4880 4870 4860 Observed Water Levels at Well, (B-14-01)26aaa 4850 ADWR_Sim 4840 SWG_Sim 4830 4820 11/1/1939 10/31/1949 11/1/1959 10/31/1969 11/1/1979 10/31/1989 11/1/1999 10/31/2009
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