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PERMFILE127400
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PERMFILE127400
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Entry Properties
Last modified
8/24/2016 10:24:31 PM
Creation date
11/25/2007 4:39:59 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1997054
IBM Index Class Name
Permit File
Doc Name
TALLAHASSE DRAINAGE BASIN STUDY REPORT
Media Type
D
Archive
No
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Watershed Modeling, <br /> <br /> <br /> <br /> <br />II <br /> <br />Page I of 2 <br />• Now inside MicroSta[ion <br />• Calculate flood and routed hydrographs using the TR-20 <br />method. <br />• More repons aze available with user-defined custom <br />formatting. <br />• Display flow and volume quantities in a variety of units. <br />• User-defined return periods allow more flexibility for <br />Intensity Duration Frequency (IDF) curve generation. <br />• A tabular rainfall entry method provides more accuracy <br />when developing IDF curves. <br />• Rainfall maps now allow you to view the rainfall <br />intensities for the area sutroundingyour state. <br />• Outlet structures and reservoirs can now be saved to a <br />central library. <br /> • What drainage area contributes to a selected outfall? How • You can create unit hydrographs using the SCS <br />' much runoff occurs on your site if the 100 year flood Triangular, the SCS Curvilineaz, the Snyder and the <br /> occurs? What happens if you develop your site for Rational methods. <br /> commercial or residential use? Do you need a detention <br />' pond? What kind of outlet structures will meet the flow <br /> limits placed on you by the local government? Need to <br /> catalog your land uses? Need to automatically compute <br /> total area, weighted curve numbers and weighted runoff <br />' coefficients based on land use and watershed boundaries? <br /> With Watershed Modeling you can evaluate these and <br /> many other drainage design concerns. Watershed Modeling <br />' is tightly integrated with Eagle Point Surface Modeling to <br /> allow you to use original and design surfaces to evaluate <br /> your site. <br />' • Three rational flood hydrograph methods are available to • Storms can be designed using SCS 24-hour storm <br /> provide you with flow versus time information. distributions (Types [, IA, II, IIA and III). <br /> • Others, including the Santa Barbara Urban method, aze • Synthetic storms of specified duration and return periods <br /> available. can be accounted for. <br /> • hnpor ASCII files with temporal distribution of flow if a • Input precipitation information in hyetograph format or <br /> custom method is needed. total cumulative volume. <br />' • Combine flood hydrographs to account for drainage areas • Watershed Modeling includes rainfall maps for the ent'tre <br /> coming together. United States [o help you calculate <br /> intensity-duration-frequency relationships. <br /> • Enter information Gom other sources using the Custom <br />' Entry Method. <br /> • The Convex, Modified Att-Kin and Muskingum channel • Stage/storage curves can be defined with an equation or <br />' routing methods are provided to route hydrographs through user-input data. You can approximate storage volume [wing <br /> channels. the linear, SCS TR-55 and Modified Rational methods. <br /> • Storage Indication and Modified Puls routing methods • Stage/discharge curves can be generated for various types <br />'' are available to route hydrographs through a reservoir. of outlet sttucttues including different types of weirs, <br /> orifices and culverts. <br /> • If you have a design model for a detention pond, you can <br /> automatically compute the stagelstorage relationship at a <br />' defined increment. In seconds you can see the exact storage <br />' 12/4/97 <br />8:23:36 AM <br />in record lime, withou! sacrificing accuracy. <br />
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