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<br />. <br /> <br />. <br /> <br />. <br /> <br />01/04/2000 18:00 <br /> <br />" <br /> <br />4. <br /> <br />5, <br /> <br />6, <br /> <br />402-221-4890 <br /> <br />CORPS OF ENGINEERS <br /> <br />PAGE 04/05 <br /> <br />DRAFT <br />3 <br /> <br />Were the techniques employed in the Study consistent with principles and practices <br /> <br />adopted by the WMO for such studies as detailed in the Man/la/ for Estimation of <br /> <br />Prohah~e Maximum Precipitation, Second Edition, (WMO 332) Geneva. <br /> <br />Switzerland, 1986? <br /> <br />Were calculations performed accurately? <br /> <br />Based on current meteorological understanding, was'the method used to specilY <br /> <br />the influence of topography on a PMP storm acceptable? Were more accurate or <br /> <br />dependable techniques available to specify the influence of topography on a PMP <br />storm over the Cherry Creek Watershed? <br /> <br />7, <br /> <br />Was it reasonable to center the non-orographic PMP storm precipitation in such a <br /> <br />way as to maximize the volume of precipitation falling within the Cherry Creek <br />Watershed? <br /> <br />8, Were any steps omitted or overlooked in the methodology used to develop the, <br /> <br />Study's site-specific estimates of PMP for the Cherry Creek Watershed? <br />