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1997-03-19_REPORT - M1981302
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1997-03-19_REPORT - M1981302
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Last modified
9/9/2022 3:19:17 PM
Creation date
11/26/2007 11:58:50 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1981302
IBM Index Class Name
Report
Doc Date
3/19/1997
Doc Name
INITIAL RECONNAISSANCE OF DRAINAGE NETWORK AND SOUTH BOULDER CREEKS HYDROLGOY HWY 36 TO APPROXIMATEL
From
TAGGART ENGINEERING ASSOC INC
To
URBAN DRAINAGE AND FLOOD CONTROL DISTRICT
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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1 <br /> Table III-3 <br /> CORPS' MODEL PARAMETERS AND EFFECTS <br /> Typical Problem Effect on Flow Estimate <br /> Overland flow lengths Too long Under estimates flow <br /> Overland flow roughness Too low Over estimates flow <br /> ' Infiltration Initial rates too low Over estimates flow <br /> Main channel area lengths Too short Over estimates flow <br /> Depression storage in pervious Too low Over estimates flow <br /> area <br /> Percentage impervious Too low Under estimates flow <br /> Main channel depth before Too deep Over estimates flow <br /> ' overflow section used <br /> Channel roughness Not studied in detail <br /> ' Channel and overbank Not simulated Over estimates flow <br /> complete section and volume <br /> data for floodplain storage <br /> routing <br /> Rainfall 1 hour and shorter Values used are low and do Significant under estimation of <br /> increments not correspond to NOAA, flow <br /> UDFCD, or Boulder practice <br /> Area Missing basin areas at critical Significant under estimation of <br /> location above Highway 36 flow <br /> REVIEW OF CORPS' SWMM HYDROLOGY CALIBRATION <br /> ' We do not consider the adjusting SWMM model and other channel routing <br /> parameters to fit a statistical analysis of an interrupted 28 year record to be a <br /> calibration. <br /> A true calibration would be done by simulating an actual documented rainfall and <br /> runoff event, such as the 1938 or 1969 event, where an entire hydrograph was <br /> simulated and compared with measured flows indicated at gauges and highwater <br /> marks. At best, the Corps comparison to the gaging data at the mouth can only be <br /> ' taken as a reasonableness check at that point, and cannot be used to imply that <br /> estimations in the tributaries and streams in Boulder are correct. We believe that <br /> flood flows in Boulder tributaries will probably be higher than predicted in the <br /> Corps' model, and that significant routing effects will take place along the main <br /> streams, which is not adequately simulated. <br /> III - 8 <br />
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