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KLEINSCHMIDT ASSOCIATES

PHILLIPS-USA

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KLEINSCHMIDT ASSOCIATES
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Company Address: 75 Main St,PHILLIPS,ME,USA 
ZIP Code:
Postal Code:
4966 
Telephone Number: 2074873328 (+1-207-487-3328) 
Fax Number: 2074873124 (+1-207-487-3124) 
Website:
kassociates. com, kleinschmidtassociates. com, kleinschmidtusa. com, kleinschmidtusa. net, kleinschmidtu 
Email:
 
USA SIC Code(Standard Industrial Classification Code):
8999 
USA SIC Description:
Services NEC 
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Company News:
  • News Resources - Kleinschmidt
    Kleinschmidt Associates, an engineering, regulatory, and environmental consulting firm, is pleased to announce that Trevor Lykens has been named Vice President, Project and Risk Management Division, for Kleinschmidt Associates
  • Environmental Services | Kleinschmidt
    Kleinschmidt has 40+ years of experience helping clients create sustainable solutions to complex land and water resource issues
  • Inline Structure | Kleinschmidt
    Using User-Defined Curves for Gates HEC-RAS allows for four different gate types that will compute the stage-discharge relationship of that gate for you based on the physical size shape of the gate and a few empirical coefficients: Sluice Gates, Radial Gates, Overflow Gates (closed top) and Overflow Gates (open air) However, sometimes the built-in gate types don’t quite fit the gate
  • Leadership | Kleinschmidt
    Susan joined Kleinschmidt in 1999 and her role as Director of Human Resources at Kleinschmidt encompasses several key areas of organizational administration and development She leads the areas of Talent Management encompassing Leadership Succession and Employee Development, Recruitment and Retention, and Total Rewards programs
  • Contraction and Expansion Losses for Unsteady Flow - Kleinschmidt
    Contraction and Expansion Losses for Unsteady Flow Written by ironcore | June 24, 2010
  • Bridge | Kleinschmidt
    Bridge Momentum: Understanding the Weight Component Take a look at the water surface profile in Figure 1 below The two profiles are for Class A low flow (subcritical throughout) with identical boundary conditions, flow conditions, and geometry The only difference is the bridge modeling approach: the blue line is calculated using the energy method; the red line is calculated using the
  • Lateral Structures | Kleinschmidt
    Using a HEC-RAS Storage Area and Lateral Structures to Replace Standard Reach Junctions Situation: Advances in HEC-RAS now allow for improved simulation of overbanks using 2D Flow Areas Coupled 1D 2D models where 1D cross-sections represent the bank-to-bank cross-section data and 2D flow areas represent overbank areas has greatly improved the accuracy and robustness of HEC-RAS models This is
  • Weber Hydroelectric Project | Kleinschmidt
    PacifiCorp required Federal Energy Regulatory Commission (FERC) relicensing assistance for its Weber Hy-droelectric project The project consists of a concrete diversion dam, two miles of steel penstock, powerhouse and 3 85 mW of generation PacifiCorp initially began development of the Pre-Application document (PAD) and Notice of Intent (NOI) and needed assistance completing these documents
  • HEC | Kleinschmidt
    HEC-RAS 5 0 versus TUFLOW versus MIKE21 – HEC’s official response In case you haven’t seen it, there has been a very popular LinkedIn discussion on the Hydraulic Hydrologic Modeler’s Forum debating the advantages, disadvantages, and merits of HEC-RAS 5 0, TUFLOW, and DHI’s MIKE21 There was a lot of great information (and some misinformation) and insight provided in that thread It
  • Dam Breach Modeling Q A - Kleinschmidt
    Written by Chris Goodell, P E , D WRE | WEST Consultants Copyright © RASModel com 2010 All rights reserved Some questions and answers related to dam breach




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