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Last modified
1/26/2010 12:54:08 PM
Creation date
10/12/2006 12:11:56 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8449.800.A
Description
Metro Study SB 96-74
State
CO
Basin
South Platte
Date
4/1/1998
Author
CWCB
Title
Denver Basin and South Platte River Basin Technical Study, Senate Bill 96-074
Water Supply Pro - Doc Type
Publication
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />5. The transmissivity of the bedrock aquifer is a measure of how readily the aquifer transmits <br />water from one area to another. Transmissivity is another important parameter in the Denver <br />Basin model that is in need of updating and refinement. This could be done by 1) making <br />better use of existing aquifer test data which measures transmissivity and 2) through <br />continued support of cooperative efforts with well owners who drill core holes. <br /> <br />When a large capacity well is constructed it is common practice to conduct an aquifer test on <br />the new well in order to determine transmissivity (among other factors). Currently these <br />aquifer test data reside with the well owners or their hydrologic consultants and are not <br />submitted to the Division of Water Resources along with other well data needed to complete <br />the well permitting process. If submission of aquifer test results were required, much new <br />transmissivity data could be collected. If well owners were requested to submit all historical <br />data, a very large body of additional transmissivity data could be compiled for analyses by <br />Division of Water Resources staff and incorporation into the Denver Basin model. <br /> <br />Another source of transmissivity data is laboratory analyses of rock-core samples recovered <br />from core holes drilled into the Denver Basin aquifers. The core samples commonly are <br />analyzed for horizontal hydraulic conductivity (which can be used to calculate transmissivity), <br />vertical hydraulic conductivity, specific yield, and porosity. These core samples provide <br />valuable aquifer data in areas, and in rock units, that may never be accessible from other <br />sources. The core samples also are a valuable source of information on the specific yield of <br />the aquifers. Collection and compilation of aquifer test and core-analyses data may require <br />increased funding to support additional staff within the Division of Water Resources/ <br /> <br />6. The specific yield of the bedrock aquifers is a measure of how much water can drain out of <br />a given volume of saturated rock. Typically a 1-foot water-level decline in an aquifer will cause <br />about 0.2 cubic feet of water to drain from each cubic foot of rock that has been dewatered, <br />Specific yield is used to calculate the volume of recoverable ground water in storage in the <br />bedrock aquifers, and is the basis for administration of water law within the Denver Basin. <br />Laboratory analyses of core samples are the only means of measuring specific yield in the <br />confined aquifers of the Denver Basin. Continued State cooperative support for analyses of <br />core samples from bedrock wells in the Basin is vital. Previously, core analyses studies have <br />been funded through sources managed by the Colorado Water Conservation Board. <br /> <br />7. Water levels are currently measured and reported annually by the Division of Water <br />Resources for about 220 wells in the Denver Basin. These data are a vital source of <br />information on water level changes in the basin, and are important to the Denver Basin <br />modeling because they provide historical data used in model calibration, and can be used to <br />verify model simulation results in future years. It is important to maintain this network of <br />observation wells for historical continuity, and to expand the network by adding new wells as <br />needed to begin monitoring declining water levels in areas affected by new withdrawal. <br />Water-level monitoring previously has been undertaken by existing staff of the Division of <br />Water Resources. <br /> <br />3 <br />
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