Examples of Water surface profile in a sentence
Water surface profile calculations are computed from one cross-section to the next by solving the Energy equation by means of an iterative procedure called the standard step method.
Finally we can say that the Multiphase modelling chosen here which was Volume of Fluid (VOF) was able to show the Water surcharge and Water surface profile accurately and also was able to simulate the Pressure with high conformity to the Physical test data.
So, the back pressure on the screen increases, which reduces the tail water depth Figure ( 14) Water surface profile of submerged jump for constant S =3.0 and constant G = 3.5. Figure ( 12) Water surface profile of submerged jump for constant S=4.0 and constant G= 4.0.Suzan Elaswad, et.
Water surface profile data and velocity data exported from HEC-RAS was processed for floodplain delineation, inundation depth, and velocity GIS data sets.
Given that there are good prima faciereasons for adopting an observational account, and given that there are cases which do not seem to fit the inferentialist analysis, it seems natural to adopt an observational account of experiential content.
RESULTSIn this section, the Water surface profile, velocity field and pressure field are presented at different times using MPS method.
Water surface profile will be developed and monitored as the hydrology performance standard REPORTING PROTOCOLS AND MONITORING PLAN FWP will gather data through its monitoring program for the site that will meet the Corps’ requirements for successful mitigation of wetlands on the site.
Figure 3.10: Water surface profile behind the transom, solid line represents the numerical solution and dotted line in the results obtained from Schmidt’s formula Figure 3.11: Comparison of results of the present method and theory of Squire for a single planing plate.
Water surface profile and hydraulic head were recorded for each experiment to investigate change in water level and energy grade line during the experiments.
Water surface profile computer programs such as USACOE HEC-RAS (Reference 25) should be used to perform required bridge hydraulic design and scour safety computations, unless indicated otherwise by MassDOT.