{"id":2279,"date":"2020-03-30T13:12:47","date_gmt":"2020-03-30T13:12:47","guid":{"rendered":"https:\/\/seismicconsolidation.com\/?p=2279"},"modified":"2020-03-30T13:12:47","modified_gmt":"2020-03-30T13:12:47","slug":"hydraulics-engineering-lab-reports","status":"publish","type":"post","link":"https:\/\/seismicconsolidation.com\/hydraulics-engineering-lab-reports\/","title":{"rendered":"Hydraulics engineering lab reports"},"content":{"rendered":"

Lab Experiments:<\/strong><\/p>\n

    \n
  1. Determination of Manning’s roughness coefficient and Chezy’s constant of laboratory flume<\/a><\/li>\n
  2. Experimental investigation of relationship between specific energy and depth of flow<\/a><\/li>\n
  3. Experimental study of flow characteristics over a hump or weir<\/a><\/li>\n
  4. Experimental study of characteristics of hydraulic jump<\/a><\/li>\n<\/ol>\n

    Design assignments:<\/strong><\/p>\n

      \n
    1. To develop relationship between surface area, elevation and capacity of reservoir (To plot area elevation curve, elevation capacity curve, area capacity curve and combined area, elevation and capacity curve of reservoir)<\/a><\/li>\n
    2. Estimation of live storage capacity of a reservoir for various operational scenarios. (Plotting mass curves (mass inflow and demand curve), proposing suitable emptying and filling program of reservoir)<\/a><\/li>\n
    3. Estimation of hydropower potential for a given water power development scheme<\/a><\/li>\n
    4. To estimate bed load, total sediment load and half life of a reservoir<\/a><\/li>\n
    5. Computation of gradually varied flow profile by standard step method<\/a><\/li>\n<\/ol>\n

       <\/p>\n","protected":false},"excerpt":{"rendered":"

      Lab Experiments: Determination of Manning’s roughness coefficient and Chezy’s constant of laboratory flume Experimental investigation of relationship between specific energy and depth of flow Experimental study of flow characteristics over a hump or weir Experimental study of characteristics of hydraulic jump Design assignments: To develop relationship between surface area, elevation and capacity of reservoir (To…<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":[],"categories":[215],"tags":[277,263,276,280,275,278,262,274,279,272,273,281,270],"_links":{"self":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/2279"}],"collection":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/comments?post=2279"}],"version-history":[{"count":1,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/2279\/revisions"}],"predecessor-version":[{"id":2291,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/2279\/revisions\/2291"}],"wp:attachment":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/media?parent=2279"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/categories?post=2279"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/tags?post=2279"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}