By P.K. Swamee, B.R. Chahar
ISBN-10: 8132223217
ISBN-13: 9788132223214
ISBN-10: 8132223225
ISBN-13: 9788132223221
The e-book provides firsthand fabric from the authors on layout of hydraulic canals. The booklet discusses components of layout in response to ideas of hydraulic move via canals. It covers optimization of layout in keeping with utilization specifications and financial constraints. The booklet contains specific layout equations and layout strategies besides layout examples for various situations. With its complete insurance of the rules of hydraulic canal layout, this ebook will turn out important to scholars, researchers and practising engineers. End-of-chapter pedagogical parts make it excellent to be used in graduate classes on hydraulic buildings provided via such a lot civil engineering departments around the world.
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Additional info for Design of Canals
Sample text
Uniform flow is described by a resistance equation. This chapter describes uniform flow equations for viscous flow, turbulent flow, and sediment-transporting channels. Open-channel sections are used for transferring viscous fluids in chemical plants. The Navier-Stokes equations are the governing equations for viscous flow. For steady viscous uniform flow, the Navier-Stokes equation is reduced to twodimensional form of Poisson’s equation, and solution for a rectangular channel has been included in the chapter.
2. Using Eqs. 5 SUBMERGED FLOW Eq. 1 0 0 1 4 5 6 7 8 10 12 14 16 h0 a Fig. 2 Submerged Flow Condition Under the submerged flow condition, the discharge coefficient is zero when h0 D h1 (the tail-water depth). Any increase in h0 above h2 results in rapid increase in discharge coefficient until h0 attains a maximum value h0max at which the flow is free. From Fig. 2, h0max /a can be obtained for various values of h2 /a. 4) So long as h0 lies between h2 and h0max , submerged flow conditions will prevail.
5 %, which fully justifies its use for computation of normal depth. 2 Rectangular Section For a rectangular section, Eq. , b/yn ! 0), Eq. , b/yn ! gS0 /0:561 The maximum error involved in the use of Eq. 12) is 1 %. Combining Eqs. 13) The maximum error involved in the use of Eq. 13) is 3 %, which is within practical limits. 3 Trapezoidal Section For a very small depth of flow, the trapezoidal channel can be regarded as a wide rectangular channel, whereas for a very large flow depth, it behaves as a triangular channel.
Design of Canals by P.K. Swamee, B.R. Chahar
by James
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