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<br />3. RIVERINE HYDRAULIC ANALYSIS FORM <br />Models Submitted <br /> <br />1<'uIl input and output litiLingti along with files on di~kclte (ifauailable) for e4l:h ufthe models li~led below and <br />summar:-- orthc source of input parameters used in the models must be prov,ded. The summary must include a <br />complete description of any changes made from model to model (e.g. duplica;e effective model to corrected effective <br />model!. Only the Duplicate IOffective and the Revised or Post-Project Conditions models must be submitted. See <br />instructions for directions on when other models may be required. Only the 'I OO-year !1ood profile is required for <br />SFlf^~ with a Zone A designation. For areas which do not have detailed nodding, a hydraulic model is not <br />required; however BFE's may not be added to the revised FIRM. <br /> <br />IX! Dupl icate gffective Model <br /> <br />Copies of the hydraulic analysis used in the effecti ve PIS, referred to as the. <br />effective models (10-, 50-, 100-, and 500-year multi-profile runs and Ihe <br />floodway run) must be obtained and then reproduced on the requestor's <br />equipment to produce the duplicate effective model. This is required to <br />assure that the effective model input data has been transferred correctly to <br />the requestor's equipment and to assure that the revised data will be <br />integrated into the effective data to provide a continuous FrS model <br />upstream and downstream of the revised reach. <br /> <br />iXl <br /> <br />Corrected Effective Model <br /> <br />The corrected effective model is the model that corrects any errors that <br />occur in the duolicate effective model. adds any additional cross sections to <br />the duplicate effective model, or incorporates more detailed topographic <br />information than that used in the currenUy effective model. The corrected <br />effective model must not reflect any man-made physical changes since the <br />date of the effective model. An error could be a technical error in the <br />modeling procedures, or any construction in the floodplain that occurred <br />prior to the date of the effective model but was not incorporated into Lhe' <br />effective model. <br /> <br />!Xl <br /> <br />Existing or Pre-Project Conditions Model <br /> <br />The duolicate effective or corrected model is modified to pruduce the <br />existing- or ore-proiect conditions model to reflect any modificalions that <br />have occurred within the Iloodplain since the date of the effective model but <br />prior to the construction of the project for which the revision is being <br />requested If no modification has occurred since the date of the effective <br />model, then this model would be identical to the corrected effective or <br />duplicate effective model. <br /> <br />o Rev i.ed or Post-Project Conditions Model N I A <br /> <br />The existin(! or pre-proiect conditions model (or duplicate e((eclwe or <br />corrected effective model, as appropriate) is revised to reflect revised or post- <br />project conditions. 'rhis model must incorporate any physical changes to <br />the floodplain since the effective model was produced as well as the effects <br />of the pro.iect. When the request is for proposed project this model should <br />reflect proposed conditions. <br /> <br />o <br /> <br />Other: Please attach a sheet describing all other models or <br />calculations submitted. <br /> <br />Natural <br />o <br /> <br />Natural <br />o <br /> <br />Natural <br />o <br /> <br />Natural <br />o <br /> <br />Natural <br /> <br />o <br /> <br />Flood way <br />!Xl <br /> <br />~'loodway <br />IX! <br /> <br />Flood way <br />5U <br /> <br />Ploodway <br />o <br /> <br />"'Ioodway <br />o <br /> <br />Rlve,lne Hydraulic Analysl!o l-orm <br /> <br />pagelot 6 <br /> <br />l-orm4 <br />