WSP05388

• File Number: 8449
• Description: Platte River Projects
• State: CO
• Basin: South Platte
• Date: 9/9/1980
• Author: USGS
• Title: Hydrologic Analysis of the Proposed Badger-Beaver Creeks Artificial-Recharge Project, Morgan County, Colorado
• Water Supply Pro - Doc Type: Publication

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CONTENTS

Map showing change in 1978 water table in the absence
of local recharge or discharge as computed by the
model for Badger Creek valley------------------------
Map showing altitude of water table computed by the
model using median-diversion recharge with estimated
current pumping, Beaver Creek valley-----------------
Hydrographs of computed water levels for selected
wells using median-diversion recharge with estimated
current pumping, Beaver Creek valley-----------------
Graph sho\1ing simulated net stress to the aquifer
using median- and historic-diversion recharge with
estimated current pumping----------------------------
Graph showing average streamflow in Beaver Creek com-
puted by the model using median- and historic-
diversion recharge with estimated current pumping----
liydrographs of '1ater levels computed by the model
using median- and historic-diversion recharge with
estimated current pumping for:
39. Ilell 1-55-31CDC---------------------------------
40. Well 2-56-24DD-----------------------------c----
41. Well 2-56-10DD----------------------------------
Maps sbowing alti tude of water table computed by the
model using median-diversion recharge:
42. With computed maximum increased pumping,
Beaver Creek valley---------------------------
43. Wi~h estimated current pumping, Badger'Creek
valley---------------------,------------------
44. With Increased pumping, Badger Creek valley-----

TABLES

Water rights of existing reservoirs-------------------------
Storable flows into the proposed Narrows Reservoir----------
Distribution-model results of the average pond with an
inflow, of 1 cubic foot per second-------------------------
Distribution-model results for various river diversions
and no ponds---------------------~------------------------
Distribution-model results for entire proposed canal system
with 65 ponds and 50-percent probability river diversions-
Summary of distribution-model results for six canal-layout
alternatives with 50-percent probability river diversions-
Distribution-model results for entire proposed canal system
with 65 ponds and 20-percent probability river diversions-
Summary of distribution-model results for five canal-layout
alternatives with 20-percent probability river diversions-

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