Tài liệu Open channel hydraulíc for engineers ppt

Tài liệu Open channel hydraulíc for engineers ppt

Tài liệu Open channel hydraulíc for engineers ppt

... OPEN CHANNEL HYDRAULICS FOR ENGINEERS i CANTHO UNIVERSITY MHO 5/6 project Civil and Mechanical Engineering OPEN CHANNEL HYDRAULICS FOR ENGINEERS ... 2003 OPEN CHANNEL HYDRAULICS FOR ENGINEERS v 2.3.1. Concept 32 2.3.2. Conditions for maximum discharge 32 2.3.3. Problems of uniform-flow computation 36 2.4. Chan...
Ngày tải lên : 20/12/2013, 19:15
  • 9
  • 414
  • 0
Tài liệu Open channel hydraulics for engineers. Chapter 1 introduction ppt

Tài liệu Open channel hydraulics for engineers. Chapter 1 introduction ppt

... the channel (see Fig. 1.6). Fig. 1.6. Uniform flow in open channel Discharge through an open channel: RiACVAQ  (1-13) Q VA Q i L h OPEN CHANNEL HYDRAULICS FOR ENGINEERS ... corresponding forces. These forces are the force of gravity F g , the pressure force F p , and the viscous resistance force F v . These forces add vectorially in Fig. 1.9...
Ngày tải lên : 20/12/2013, 19:15
  • 24
  • 501
  • 0
Tài liệu Open channel hydraulics for engineers. Chapter 4 non uniform flow ppt

Tài liệu Open channel hydraulics for engineers. Chapter 4 non uniform flow ppt

... the length required for this channel to be OPEN CHANNEL HYDRAULICS FOR ENGINEERS Chapter 4: NON-UNIFORM FLOW 83 4.3.4. Composite flow profiles with various controls Channels with a number ... enlargement M2 M3 M3 OPEN CHANNEL HYDRAULICS FOR ENGINEERS Chapter 4: NON-UNIFORM FLOW 86 Then, the equation of gradually varied flow in finite difference for...
Ngày tải lên : 20/12/2013, 19:15
  • 20
  • 470
  • 0
Tài liệu Open channel hydraulics for engineers. Chapter 5 spillways pptx

Tài liệu Open channel hydraulics for engineers. Chapter 5 spillways pptx

... rectangular channel. OPEN CHANNEL HYDRAULICS FOR ENGINEERS Chapter 5: SPILLWAYS 94 The sharp-crested weir is of fundamental interest, because its associated theory forms a basis for ... OPEN CHANNEL HYDRAULICS FOR ENGINEERS Chapter 5: SPILLWAYS 95 In early experiments on weirs only small quantities of water were available. In most cases results a...
Ngày tải lên : 20/12/2013, 19:15
  • 17
  • 442
  • 1
Tài liệu Open channel hydraulics for engineers. Chapter 2 uniform flow docx

Tài liệu Open channel hydraulics for engineers. Chapter 2 uniform flow docx

... 0.050 0.070 OPEN CHANNEL HYDRAULICS FOR ENGINEERS Chapter 2: UNIFORM FLOW 25 Chapter  UNIFORM FLOW 2.1. Introduction 2.2. Basic equations in uniform open- channel flow ... hard-surfaced channels, silting is easily controlled if fall for scouring velocity is available. OPEN CHANNEL HYDRAULICS FOR ENGINEERS Chapter 2: UNIFORM FLOW 45...
Ngày tải lên : 20/12/2013, 19:15
  • 21
  • 531
  • 0
Tài liệu Open channel hydraulics for engineers. Chapter 3 hydraulics jump doc

Tài liệu Open channel hydraulics for engineers. Chapter 3 hydraulics jump doc

...   OPEN CHANNEL HYDRAULICS FOR ENGINEERS Chapter 3: HYDRAULIC JUMP 67 We also may apply some experimental formulas by Russian hydraulicians:  Pavolovski’s formula (1940), for a ... occurrence of hydraulic jump. OPEN CHANNEL HYDRAULICS FOR ENGINEERS Chapter 3: HYDRAULIC JUMP 55 3.4. TYPES OF HYDRAULIC JUMP 3.4.1. Criterion for a critical state...
Ngày tải lên : 20/12/2013, 19:15
  • 24
  • 456
  • 1
Tài liệu Open channel hydraulics for engineers. Chapter 6 transitions and energy dissipators docx

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

... Plan view of rectangular channel 1 4 flow flow 1 4 channel central line (b) Warped transition from trapezoidal to rectangular section OPEN CHANNEL HYDRAULICS FOR ENGINEERS Chapter ... jet, in which form it will readily break up into small drops, which are very substantially retarded before they reach any vulnerable surface. OPEN CHANNEL HYDRAULICS FOR...
Ngày tải lên : 20/12/2013, 19:15
  • 23
  • 574
  • 0
Tài liệu Open channel hydraulics for engineers. Chapter 7 unsteady flow docx

Tài liệu Open channel hydraulics for engineers. Chapter 7 unsteady flow docx

... forward characteristic C 1 defined by: OPEN CHANNEL HYDRAULICS FOR ENGINEERS Chapter 7: UNSTEADY FLOW 140 7.3.3. The simple-wave problem A simple wave is defined to be a wave for ... dx V c dt   forward characteristic backward characteristic P OPEN CHANNEL HYDRAULICS FOR ENGINEERS Chapter 7: UNSTEADY FLOW 132 downstream direction, is therefore...
Ngày tải lên : 20/12/2013, 19:15
  • 17
  • 350
  • 0
Tài liệu Public Speaking Tips For Kids  pptx

Tài liệu Public Speaking Tips For Kids  pptx

... www.CreditUnionOne.org     Public Speaking Tips For Kids  By: James Masterson     Public speaking is one skill that kids should enhance. Aside from practice, public  speaking for kids requires personal coaching. Personal coaching includes the  development of self‐confidence and the effort on helping kids to improve their public  speaking skills. For beginners it is important that they under...
Ngày tải lên : 10/12/2013, 05:15
  • 2
  • 769
  • 1
Tài liệu Dangerous Google - Searching for Secrets pptx

Tài liệu Dangerous Google - Searching for Secrets pptx

... trillian.ini conguration les for the Trillian IM eggdrop letype:user user conguration les for the Eggdrop ircbot letype:conf slapd.conf conguration les for OpenLDAP inurl:"wvdial.conf" ... 6.0 www.hakin9.org 7 hakin9 4/2005 Google hacking Equally useful information can be obtained from MySQL database errors simply by querying Google for "Access denied for u...
Ngày tải lên : 11/12/2013, 15:15
  • 12
  • 8K
  • 0

Xem thêm