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The broad crested weir at the Thorp grist mill in Thorp, Washington, US. Commonly, weirs are used to prevent flooding, measure water discharge, and help render rivers more navigable by boat. In some locations, the terms dam and weir are synonymous, but normally there is a clear distinction made between the structures. Usually, a dam is designed ...
Hydraulic jump in a rectangular channel, also known as classical jump, is a natural phenomenon that occurs whenever flow changes from supercritical to subcritical flow. In this transition, the water surface rises abruptly, surface rollers are formed, intense mixing occurs, air is entrained, and often a large amount of energy is dissipated.
The equation is = / where: Q is the discharge in cubic feet per second over the weir, L is the length of the weir in feet, and h 1 is the height of the water above the top of the weir. [14] [15] [further explanation needed]
Broad crested weir: Spillway capacity: 5,358 cubic feet per second (151.7 m 3 /s) Upper reservoir; Total capacity: 4,350 acre-feet (5,370,000 m 3) [6] Surface area: 54.5 acres (22.1 ha) Maximum water depth: 120 feet (37 m) Normal elevation: 1,597 feet (487 m) Lower dam and spillways; Type of dam: Gravity dam: Impounds: East Fork Black River ...
apply user-defined dynamic control rules to simulate the operation of pumps, orifice openings, and weir crest levels. Spatial variability in all of these processes is achieved by dividing a study area into a collection of smaller, homogeneous subcatchment areas, each containing its own fraction of pervious and impervious sub-areas.
A simple arithmetic calculator was first included with Windows 1.0. [5]In Windows 3.0, a scientific mode was added, which included exponents and roots, logarithms, factorial-based functions, trigonometry (supports radian, degree and gradians angles), base conversions (2, 8, 10, 16), logic operations, statistical functions such as single variable statistics and linear regression.
The general expression for conservation of momentum of an incompressible, Newtonian fluid (the Navier–Stokes equations) is + = + +, where ν (nu) is the kinematic viscosity and F is the sum of any body forces such as gravity.
The Chézy Formula is a semi-empirical resistance equation [1] [2] which estimates mean flow velocity in open channel conduits. [3] The relationship was conceptualized and developed in 1768 by French physicist and engineer Antoine de Chézy (1718–1798) while designing Paris's water canal system.