BASIC COASTAL ENGINEERING Part 1 doc
... Long-Term Sea Level Change 15 0 5 .12 Summary 15 1 5 .13 References 15 1 5 .14 Problems 15 4 6. Wind-Generated Waves 15 7 6 .1 Waves at Sea 15 7 6.2 Wind-Wave Generation and Decay 15 8 6.3 Wave Record Analysis ... Wave Analysis 18 7 6 .10 Summary 19 0 6 .11 References 19 0 6 .12 Problems 19 3 7. Coastal Structures 19 5 7 .1 Hydrodynamic Forces in Unsteady Flow 19 6 7.2 Piles,...
Ngày tải lên: 09/08/2014, 11:20
BASIC COASTAL ENGINEERING Part 3 doc
... height approaching unity. 10 00 10 0 T √g/d 10 1- 10 −0 .1 1 -10 1 1 -10 10 1- 10 10 0 k 2 10 10 0 L 2 H / d 3 10 00 0 .1 0.2 0. 01 0.3 0.5 H/d=0.78 Figure 3 .1. Solution for basic parameters of cnoidal ... / L 0 .10 1- 10 −40 1- 10 −5 1- 10 −2 0.9 k 2 =0 0.2 0.4 0.6 0.8 1. 0 η + η H SWL Figure 3.2. Cnoidal wave theory surface proWles. (ModiWed from U.S. Army Coastal...
Ngày tải lên: 09/08/2014, 11:20
BASIC COASTAL ENGINEERING Part 6 doc
... meters): 1. 05 1. 92 3.72 2.04 2.54 1. 47 3.50 0.96 2.54 1. 36 1. 15 3.05 1. 80 1. 70 2.05 2.07 2.27 1. 39 2.39 2. 51 0.82 1. 86 2.07 3.07 1. 66 3 .10 2.94 3.00 1. 39 3 .11 1. 39 1. 53 2.37 1. 16 2.56 2.84 4.53 3. 31 1.58 1. 46 ... Parameters,’’ Coastal Engineering, Vol. 1, March, pp. 17 –30. 19 2 / Basic Coastal Engineering 1 À P(H) ¼ e À(H=H rms ) 2 (6:5) Sin...
Ngày tải lên: 09/08/2014, 11:20
BASIC COASTAL ENGINEERING Part 8 docx
... when evaluated for the sample described by Figure 8 .1 yield M df ¼ 2 :13 M f ¼ (2: 61 1: 01) =2 ¼ 1: 81 s f ¼ (2: 61 1: 01) =2 ¼ 0:80 a f ¼ (1: 81 À2 :13 )=0:80 ¼À0:40 A discussion of beach sediment sampling ... i.e. V ¼ ffiffiffiffiffiffiffi gd b p 232 / Basic Coastal Engineering 7 .12 Problems 1. The Xow velocity of water approaching a 1 m diameter sphere is given by V ¼ 1: 2 1: 75t 1:...
Ngày tải lên: 09/08/2014, 11:20
BASIC COASTAL ENGINEERING Part 10 docx
... 35, 11 4, 11 6, 13 2 13 3, 13 6, 17 4, 288 Particle, acceleration, 18 19 , 21, 19 9 orbit, 12 , 15 16 , 19 –22, 38, 58, 65, 11 8, 12 0, 19 8, 2 01, 209 velocity, 12 13 , 15 , 18 –24, 27, 31, 37, 48, 64, 66– 71, 13 2, ... directional spectra, 17 6 17 8 Relative depth, 12 , 15 17 , 26, 47–48, 54, 58, 61, 71 72, 79, 86, 17 3, 238 Resonance, 11 7, 11 9, 12 2, 12 4, 12 8,...
Ngày tải lên: 09/08/2014, 11:20
Woven Fabric Engineering Part 1 doc
... yarns of only one system). 1, 2b 1, 20 1, 2b 1, 2b hh h ε − = ( 31) Woven Fabric Engineering 6 2,1n fb f1,2b f2,1n 1, 2b 1, 2 1, 2 1, 20 2,1b 2 ,1 2 ,1 2 ,10 2,1b coscos coscosFF F F S F S ε ββ ... ε 1, 2b are as well variable; near angle β 0c it is ε 1, 2b = ε fib . ( ) ( ) ( ) ( ) () 1, 20 1, 20 1, 2b 0 1, 20 1, 2b 1, 2b 1, 2b 1, 20 1, 2b 11 11 1...
Ngày tải lên: 20/06/2014, 12:20
Insecticides Pest Engineering Part 1 doc
... weight (g) 0.00 Nil 13 5=5.4 25.0=2.4 Nil 13 5= 21. 7 54.0=9.5 Nil 13 2=2.9 10 8.2 =12 .5 Nil 12 9=3.2 216 .2 =14 .6 Nil 12 8 =19 .8 430.0=20.2 1 118 =20.5 9 61. 2=70.5 2 11 6=5.3 Table 1. II mortality and ... 72.5± (2.9) 17 .5(0.7) 12 .5(0.5) 7.5(0.3) 54.0±9.2 86.4 (1. 6) 21. 7(0.4) 16 .4(0.3) 9.4(0.2) 10 8.2 12 .5 17 2.8 (1. 6) 30.4(0.3) 19 .5(0.2) 10 .8(0 .10 )...
Ngày tải lên: 21/06/2014, 23:20
Visual Basic 6 Vovisoft part 1 doc
... hiệu quả. Do đó, nhiều người xem ông Alan Cooper là cha già của Visual Basic. Visual Basic còn có hai dạng khác: Visual Basic for Application (VBA) và VBScript. VBA là ngôn ngữ nằm phía sau ... Paint, bạn đã có sẵn các kỹ năng cần thiết để tạo một GUI cho VB6. Phần " ;Basic& quot; đề cập đến ngôn ngữ BASIC (Beginners All-Purpose Symbolic Instruction Code), một ngôn ngữ lập trì...
Ngày tải lên: 03/07/2014, 11:20
Chapter 069. Tissue Engineering (Part 1) doc
... Schematic of basic principles of tissue engineering. [From Langer R, Vacanti J: Tissue engineering. Science 260 :19 93 (Fig. 1) , with permission.] Cellular Components of Tissue Engineering ... Chapter 069. Tissue Engineering (Part 1) Harrison's Internal Medicine > Chapter 69. Tissue Engineering Tissue Engineering: Introduction The origins of tissue engine...
Ngày tải lên: 07/07/2014, 01:20
BASIC COASTAL ENGINEERING Part 2 pptx
... Figure 2 .13 . Smith and Kraus (19 91) , based on experiments with plane slopes and slopes having a submerged 0 0.6 0.8 1. 0 1. 2 1. 4 1. 6 1. 8 2.0 0.002 0.004 0.006 0 .15 (1: 6.7) 0 .10 (1: 10) 0.07 (1: 14) 0.05 ... (1: 10) 0.07 (1: 14) 0.05 (1: 20) 0.03 (1: 33) 0.02 (1: 50) 0. 01 (1: 100) m = 0 (1: ∞ ) 0.008 H b /gT 2 0. 010 0. 012 0. 014 0. 016 0. 018 0.020 d b H b 0.20 (1: 5) and...
Ngày tải lên: 09/08/2014, 11:20