Welcome to EnviroDIY, a community for do-it-yourself environmental science and monitoring. EnviroDIY is part of WikiWatershed, an initiative of Stroud Water Research Center designed to help people advance knowledge and stewardship of fresh water.
New to EnviroDIY? Start here

Question for Hydrologists – Soft bottom streams

Home Forums Miscellaneous Question for Hydrologists – Soft bottom streams

Viewing 5 reply threads
  • Author
    Posts
    • #15496
      James_NZ
      Participant
        Hi all,

        Has anyone got any thoughts on how to calculate flow rating curves for streams with highly mobile bottoms? I ran a site check yesterday and it seems like the lower end of the catchment is la

      • #15508
        neilh20
        Participant
          Sometimes there is no easy answers. I recently went to presentation that included this analysis for

          https://creekl

        • #15527
          James_NZ
          Participant
            Thanks Neil.  I have had a skim through the attached document but the flows we are dealing with are in the order of 2-3 m3/sec during baseflow.  We also have another concern because there is sedimen
          • #15530
            neilh20
            Participant
              Hi James, yes there is the challenge.     My take way from the report was that providing its exceeding 1cfs or 0.028m3/sec it can be done fairly accurately with traditionally USGS methods – w
            • #15539
              James_NZ
              Participant
                Hi Neil,

                I’m pretty sure our methods align to that of USGS. However my concern is that the cross-sectional area will change with every large flow event due to the mobile bottom sediments, givin

              • #15542
                neilh20
                Participant
                  Hi James, as I understand it you are right – its difficult to get an accurate rating curve under such conditions. That is the geology.  That is why there are hydrologists, and it takes having s
              Viewing 5 reply threads
              • You must be logged in to reply to this topic.