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<br />S. Melro GW M'5'4-'!1?'iremenls Memo <br /> <br />January 8. 2001 <br />Page 6 <br /> <br />propagation and flow between the permeable beds (HRS Water Consultants, 1997). A key <br />question is what impact these interbeds exert on drawdown distributions at the gridblock (one <br />mile in the SB-74 model) scale. If actual (as opposed to simulated) regional drawdowns at scales <br />on the order of one mile are significantly impacted by these interbeds, then modeling the aquifers <br />as vertically homogeneous may not provide an adequate measure ofregional drawdown. Even <br />though analytical well approximations and/or the radial flow MCW model is a robust tool for <br />accounting for the effect of interbeds at the well-field scale (section 2.1), both these approaches <br />use gridblock drawdowns obtained from the regional model as one of their input parameters. II <br />is imporlanllO critically consider whether neglecting Ihe fine-grained inlerbeds wilhin Ihe <br />aquifers in the regional model leads to subslanlially difJerenl prediclions Ihan if Ihey were <br />somehowaccounledfor. <br /> <br />'. <br />, <br />) <br /> <br />4. SUMMARY AND MODEL DEVELOPMENT APPROACH <br /> <br />Hydrosphere proposes that the South Metro regional groundwater flow model be based on the <br />SED SB-74 Denver Basin model. This recommendation is based on: <br /> <br />I. The SED model addresses nearly all of the South Metro model requirements that have been <br />highlighted with ila/ics in the above discussion. <br /> <br />2. The SED model is built using the MDDFLDW code, which provides a solid foundation of <br />portability and transferability of the model. ) <br /> <br />3. The MDDFLDW platform will facilitate model extensions and/or enhancements using well- <br />documented and broadly accepted hydrologic process modules. <br /> <br />4. The SED model incorporates the required data and information, and is well-documented and <br />has gained general acceptance as a analysis tool by the SED. <br /> <br />5. Project budget and schedule constraints. <br /> <br />As described in sections 3.2 and 3.3, there are a couple issues that merit further investigation <br />before one can determine whether the SED model can be adopted entirely as is without <br />modification or enhancement. Those issues are: <br /> <br />1. New data being utilized as part of the South Metro regional groundwater will need to be <br />screened and compared to data and information used in developing the SED 8B-74 Denver <br />Basin Model. If significant deviations are found, it may be necessary to re-calibrate the <br />model. <br /> <br />II. It is important to critically consider whether neglecting the fine-grained interbeds within the <br />aquifers in the regional model leads to substantially different predictions than if they were <br />somehow accounted for. . J <br /> <br />Hydrosphere Resource Consultants <br />1002 Walnut Suite 200, Boulder, CO 80302 <br />PO Box 445, Socorro. NM 87801 <br />