Water Conservation / Supply Reconnaissance Study Part 1

• Description: Part 1 of Final Report for the Platte River Research Cooperative Agreement ‎(aka Platte River Recovery Implementation Program or PRRIP)‎
• State: CO
• State: NE
• State: WY
• Basin: South Platte
• Water Division: 1
• Date: 12/1/1999
• Author: Boyle Engineering Corporation
• Title: Water Conservation/Supply Reconnaissance Study for the Platte River Research Cooperative Agreement - Part 1
• Water Supply Pro - Doc Type: Report/Study

8.G.39 Dawson Canal: SDF = 3250 Days, Reductions to Target
Flow Shortages without Diversions ........ .........................8
-G -52
8.G.40 Dawson Canal: SDF = 3250 Days, Reductions to Target
Flow Shortages with Diversions ............. .........................8
-G -52
8.G.41 Cost Summary, Groundwater Recharge/Return Flow
Projects in Regions 3 .............................. .........................8
-G -53
8.G.42 Scenario 1 — Groundwater Pumping from the Mound in
Reach 10, Net Hydrologic Effect ............ .........................8
-G -59
8.G.43 Scenario 1 — Groundwater Pumping from the Mound in
Reach 17, Net Hydrologic Effect ............ .........................8
-G -59
8.G.44 Scenario 1 — Groundwater Pumping from the Mound in
Reach 18, Net Hydrologic Effect ............ .........................8
-G -60
8.G.45 Scenario 1 — Groundwater Pumping from the Mound in
Reach 19, Net Hydrologic Effect ............ .........................8
-G -60
8.G.46 Scenario 2 — Groundwater Pumping from the Mound in
Reach 10, Net Hydrologic Effect ............ .........................8
-G -61
8.G.47 Scenario 2 — Groundwater Pumping from the Mound in
Reach 17, Net Hydrologic Effect ............ .........................8
-G -61
8.G.48 Scenario 2 — Groundwater Pumping from the Mound in
Reach 18, Net Hydrologic Effect ............ .........................8
-G -62
8.G.49 Scenario 2 — Groundwater Pumping from the Mound in
Reach 19, Net Hydrologic Effect ............ .........................8
-G -62
8.G.50 Scenario 3 — Groundwater Pumping from the Mound in
Reach 10, Net Hydrologic Effect ............ .........................8
-G -63
8.G.51 Scenario 3 — Groundwater Pumping from the Mound in
Reach 17, Net Hydrologic Effect ............ .........................8
-G -63
8.G.52 Scenario 3 — Groundwater Pumping from the Mound in
Reach 18, Net Hydrologic Effect ............ .........................8
-G -64
8.G.53 Scenario 3 — Groundwater Pumping from the Mound in
Reach 19, Net Hydrologic Effect ............ .........................8
-G -64
8.G.54 Scenario 4 — Groundwater Pumping from the Mound in
Reach 17, Net Hydrologic Effect ............ .........................8
-G -65
8.G.55 Scenario 4 — Groundwater Pumping from the Mound in
Reach 18, Net Hydrologic Effect ............ .........................8
-G -65
8.G.56 Scenario 4 — Groundwater Pumping from the Mound in
Reach 19, Net Hydrologic Effect ............ .........................8
-G -65
8.G.57 Scenario 5 — Groundwater Pumping from the Mound in
Reach 17, Net Hydrologic Effect ............ .........................8
-G -66
8.G.58 Scenario 5 — Groundwater Pumping from the Mound in
18, Net Hydrologic Effect
Reach ............ .........................8
-G -66
I:\PROJECTS\PlatteMork Products \Task TTOC3.doc XVIII