Tài liệu Open channel hydraulics for engineers Chapter 6 transitions and energy dissipators docx

... OPEN CHANNEL HYDRAULICS FOR ENGINEERS Chapter 6: TRANSITIONS AND ENERGY DISSIPATORS 107 Chapter  TRANSITIONS AND ENERGY DISSIPATORS _________________________________________________________________________ ... entrainment and separate, uniform depth OPEN CHANNEL HYDRAULICS FOR ENGINEERS Chapter 6: TRANSITIONS AND ENERGY...

Ngày tải lên: 20/12/2013, 19:15

... dimensionless term. Students can read for understanding details and how to apply in reference hydraulics books. OPEN CHANNEL HYDRAULICS FOR ENGINEERS Chapter 1: INTRODUCTION 15 Example ... application as Spillways (Chapter 5) and Transitions and Energy dissipators (Chapter 6) . This part will take 20 teaching hours. (c) Part 3 deals with unsteady fl...

Ngày tải lên: 20/12/2013, 19:15

... 1.52 1 .68 1.83 1 .68 1.98 0. 46 0 .61 0 .61 0 .61 0 .69 0 .61 1.14 0.91 1.52 0.91 1.52 1.98 1.98 1.52 OPEN CHANNEL HYDRAULICS FOR ENGINEERS Chapter 2: UNIFORM FLOW 42 Table ... OPEN CHANNEL HYDRAULICS FOR ENGINEERS Chapter 2: UNIFORM FLOW 25 Chapter  UNIFORM FLOW 2.1. Introduction 2.2. Basic equations in uniform open-...

Ngày tải lên: 20/12/2013, 19:15

... occurs? Energy head loss E L ? Upstream depth h I ? Force on the gate? OPEN CHANNEL HYDRAULICS FOR ENGINEERS Chapter 3: HYDRAULIC JUMP 47 3.2. SPECIFIC ENERGY 3.2.1. Specific energy ... h I I II F x OPEN CHANNEL HYDRAULICS FOR ENGINEERS Chapter 3: HYDRAULIC JUMP 66 3.5.5. Efficiency The ratio of the specific energy after the jump...

Ngày tải lên: 20/12/2013, 19:15

... 1 .62 E-02 -110.433 -61 6.77 1.72 19 .67 7 1.254 1.525 1.838 1.07E-03 1.10E-03 1 .63 E-02 - 166 .65 8 -783.42 1.74 19.975 1. 266 1.502 1.855 1.03E-03 1.05E-03 1 .65 E-02 -3 16. 8 26 -1100.25 1.745 20.050 1. 269 ... (4) (5) (6) (7) (8) (9) (10) 1.03 10. 362 0.822 2.895 1.457 6. 80E-03 0.00 1.04 10.483 0.829 2. 862 1.457 6. 58E-03 6. 69E-03 1 .62 E-04 -0.028 -0.03 1. 06 10.727 0.842 2.797...

Ngày tải lên: 20/12/2013, 19:15

... sufficient and well-developed in this branch of hydraulics. Essential to the crest face toe OPEN CHANNEL HYDRAULICS FOR ENGINEERS Chapter 5: SPILLWAYS 99 Fig. 5 .6. ... OPEN CHANNEL HYDRAULICS FOR ENGINEERS Chapter 5: SPILLWAYS 102 A better approximation can be made by assuming that the streamlines crossing OA form parts o...

Ngày tải lên: 20/12/2013, 19:15

... notably by Lai (1 965 ), McLaughlin et al. (1 966 ), Amein (1 967 ), Liggett (1 967 , 1 968 ), Evangelisti (1 969 ) and Strelkoff (1970). Following Courant and Friedriechs (1954) and Lai (1 965 ), one converts ... by the amount: steady uniform flow steady non-uniform flow unsteady non-uniform flow 1 2 h +z Q 1 Q 2 x datum OPEN CHANNEL HYDRAULICS FOR ENGINEERS...

Ngày tải lên: 20/12/2013, 19:15

... Efficiency 66 3.5 .6. Height of jump 66 3.5.7. Length of jump 66 3 .6. Submerged hydraulic jump 67 3 .6. 1. Definition 67 3 .6. 2. Flow in submerged jump 68 Chapter 4: NON-UNIFORM FLOW 70 ... OPEN CHANNEL HYDRAULICS FOR ENGINEERS iii PREFACE The subject of Open Channel Hydraulics for Engineers, also called Applied Hydraulics, is a subject...

Ngày tải lên: 20/12/2013, 19:15

... or lets one of its views handle it. To handle a message, the window invokes a BWindow hook function. For example, a B_ZOOM message delivered to a window 1 96 Chapter 6: Controls and Messages Preparing ... button 177 Chapter 6 In this chapter: • Introduction to Controls • Buttons • Picture Buttons • Checkboxes • Radio Buttons • Text Fields • Multiple Control Example Project 6 6...

Ngày tải lên: 26/01/2014, 07:20

... 1997-2002 Total a 67 5 869 514 69 5 68 5 879 4 317 Equities 37 33 43 25 19 17 174 Bonds 399 63 9 394 4 56 510 522 2 920 Bank loans 239 198 77 214 155 340 1 223 Asiab b 160 243 268 3 26 339 66 2 1 998 Equities ... resources for development 27 Efforts are being made to offer services to the poor by bridging formal and informal finance networks Telecommunications and information te...

Ngày tải lên: 25/01/2014, 23:20