web
You’re offline. This is a read only version of the page.
close

  • Knowledge Base
  • MIKE Forums
  • Contact Support
  • Contact Sales
      • All
      • Forums
      • Knowledge Articles
  • Sign in
  • Home
  • Forum posts

pwdsabey

 pwdsabey

Joined: 6/2/2022

  • Blog posts
  • Ideas
  • Forum Posts
  • How to plot the result hydrograph

    Sun, 30 Sep 2018 07:19:36 GMT – How to plot the result hydrograph
    Hi all,

    Can anyone explain how to plot the resulted hydrograph (flow vs time) at a particular manhole or link in a collection system after simulation?

    regards

    Abey
  • How to calibrate an existing sewer collection system model

    Sun, 30 Sep 2018 06:33:17 GMT – How to calibrate an existing sewer collection system model
    Hi all,

    We have to calibrate an existing system model with actual flow data measured at few points in the system.

    it is highly appreciated if anyone can help me in this regard explaining how to calibrate the existing model with measured flow data.

    thanks and regards

    Abey
  • How to combine two sewer collection system models

    Sun, 30 Sep 2018 06:26:30 GMT – How to combine two sewer collection system models
    Hi all,

    I have to model gravity sewer collection systems for some new areas adjacent to a large existing system. since the existing system model is too large, I am thinking of modelling the new areas separately and combine them later. Can anyone explain how a new model could be combined with an existing model?

    thanks

    Abey
  • H2S Modelling in Mike Urban 2014

    Wed, 31 Jan 2018 05:40:12 GMT – H2S Modelling in Mike Urban 2014
    Hi all

    It is highly appreciated if anyone can provide any guide or proper reference to H2S Modeling in Mike Urban 2014?

    Regards

    Abey
  • Modelling Merrimack Peak Flow in MU 2014

    Sun, 06 Aug 2017 04:06:53 GMT – Modelling Merrimack Peak Flow in MU 2014
    Hi Dears,

    I am using MU 2014 version for modeling Wastewater Collection systems. In this exercise, first I need to enter the average daily flows to each node. then it is required to simulate the model with the peak flows calculated as per Merrimack Equation (Qp=2.656xQa^0.879: where Qp=peak flow in Million liter/day, Qa=average flow in Million liter/day). This peak flow should be calculated by the MU model.

    Could you please let me know how the Merrimack peak flow is modeled in the MU?

    Thank you
  • LinkedIn
  • Facebook
  • Twitter
  • YouTube


‌DHI are the first people you should call when you have a tough challenge to solve in a water environment – be it a river, a reservoir, an ocean, a coastline, within a city or a factory.
Our knowledge of water environments is second-to-none. It represents 50 years of dedicated research and real-life experience from more than 140 countries. We strive to make this knowledge globally accessible to clients and partners by channelling it through our local teams and unique software.
Our world is water. So whether you need to save water, share it fairly, improve its quality, quantify its impact or manage its flow, we can help. Our knowledge, combined with our team's expertise and the power of our technology, holds the key to unlocking the right solution.



Contact us Disclaimer Privacy Cookies Terms of use Whistleblower © DHI