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20C - AA - STORM DRAIN MASTER PLAN
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01/22/2013
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20C - AA - STORM DRAIN MASTER PLAN
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Last modified
1/17/2013 5:19:58 PM
Creation date
1/17/2013 4:49:47 PM
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City Clerk
Doc Type
Agenda Packet
Agency
Public Works
Item #
20C
Date
1/22/2013
Destruction Year
2018
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<br /> <br /> <br /> <br /> ?ter <br /> Storm Drain Master Plan <br /> Bentley /MicroStation Experience <br /> <br /> RBF is proficient with Bentley MicroStation and has utilized this software on freeway, interchange and other civil <br /> engineering design projects. We are currently using Bentley MicroStation V8i Select Series 2. And we also utilize <br /> Bentley MicroStation version V8 2004 edition for legacy or ongoing projects. RBF has utilized Bentley MicroStation <br /> while working with the following clients including: Port of Long Beach, Caltrans, Orange County Flood Control <br /> District, U.S. Army Corps of Engineers, Arizona Department of Transportation, City of San Diego, Riverside County <br /> Flood Control,Los Angeles County and Metrpolitan Water District. <br /> RBF has many of Bentley hydrology, hydraulics, and CADD programs such as <br /> Storm and Sanitary network tools, Pond Pack, Flowmaster, Storm CAD, and , f` <br /> CivilStorm. The CivilStorm hydrodyanmic model uses two types of finite K, k <br /> difference engines to solve St. Venant's equations: the EPA SWMM i <br /> engineering and an implicit engine. RBF has extensive experience running the <br /> EPA SWMM model and using it in master plans. f4 <br /> Hydraulic Analysis / Design <br /> A <br /> RBF Team members have technical competence and specialized experience in <br /> steady and un-steady single- and multi-dimensional numerical models for the s^~ <br /> hydraulic analysis and storm drain facility design. These models can analyze <br /> surface water hydrology and hydraulics in various urban environments t <br /> including coupled 1-dimensional and 2-dimensional computer models that <br /> incorporate surface and sub-surface conditions. The team has an in-depth RBF prepared 1-and 2-D surface <br /> understanding of the EPA's SWMM programs, and the experience and and subsurface model using the <br /> knowledge to identify appropriate applications for the use of the software. Midway Sw program for the <br /> ay City project. <br /> The RBF Team includes recognized experts in the application of hydrodynamic modeling. RBF's Mr. Tom Ryan <br /> recently presented an internationally attended webinar for XP Solutions on "Urban Flood Modeling using 1D, 2D, <br /> and Coupled 1D/2D models in Southern California." The webinar was viewed by over 280 participants from five <br /> different countries. <br /> For the Midway City Street and Storm Drain project, RBF developed a coupled 1- and 2-dimensional model of the <br /> existing and project conditions using the SWMM program to assess the benefits and impacts associated with the <br /> phased installation of the new storm drain system in the existing community. This analysis provided the necessary <br /> documentation to show that the phased installation of the proposed improvements would not transfer the <br /> flooding problems to the adjacent areas, and allowed the County to move forward with the phased construction of <br /> the project without expensive and complicated mitigation measures. RBF identified the existing and project <br /> condition surface flooding and used GIS tools to assess the impacts and develop <br /> - graphics to clearly document the change in surface flooding depths as a result of <br /> the project improvements. <br /> 5 <br /> RBF recently completed a study for the City of Tustin to assess drainage <br /> improvements necessary for the reuse of the former Tustin Air Base. The <br /> original master plan included offsite improvements in the adjacent city to <br /> provide the required flood protection. Right-of-way and other constraints <br /> associated with the offsite improvements would have resulted in significant <br /> schedule delays and cost millions of dollars to construction. RBF proposed a <br /> coupled 1- and 2-dimensional hydrodynamic model for the base re-use without <br /> Tustin, Hydrodynamic surface the offsite improvements to evaluate flooding limits and maximum ponding <br /> Flow Model Results for depths. The SWMM program was used for the analysis. The model evaluated <br /> maximum flooding depths the proposed on-site storm drain system and site grading. We used the results <br /> 4 <br /> 20C-16 <br />
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