describe ihr significance ofReynolds nurnber. Refer to FIGURE e2 (b). How is it defined for: (D flow in circular pipe of inner diameter D (iD flow in a rectangular duct ofcross section a x b (7 marks) (c) Refer to IGURE Q2 (c)‚ Water at l5"C (p:999.1 kg/m3 and p = 1.138 x l0-3 kg/ms) is flowing steadily in a 30 m long and 5 cm diameter horiiontal pipe made of stainless steel at a rate of 9 L/s. The roughness‚ e for stainless sdl is 0.002 mm. Calculate: The pressure drop The head loss‚ and The pumping
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Maharashtra‚ India with an installed capacity of 1920 MW. 2.1. Study Area The area selected for the present study is the Koyna Reservoir‚ situated on the west coast of Maharashtra‚ India‚ lies between the latitude of 17◦00’-17◦59’N and longitude of 73◦02’–73◦35’E. The location of the study area along with nine rain-gauge stations in the Koyna watershed is shown in Fgure1. The Koyna watershed has an elongated leaf shape and located near Koyna village about 100 km. from Satara‚ Maharashtra‚ India. It
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Qualification : Higher National Diploma in Computing and Systems Development Unit Code & Title : L/601/0446– Unit 02 - Computer Systems (No 1 of 1) Assessment Title & No’s : Learning outcomes and grading opportunities: LO 01:Understand the function of computer systems | Learning Outcomes | LO1.1 | LO1.2 | LO1.3 | | | | | LO 02: Be able to design computer systems | Learning Outcomes | LO2.1 | LO2.2 | | | | | | LO 03: Be able
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(HEALTH AND SOCIAL CARE) L5 Unit 2: Principles in Health and Social Care Practice Centre Name: East End College of Business & Computing Centre No: 10562 Learner’s Name: Assessor’s Name: Miss O Okuwobi Assessor’s Signature: Date: 04/02/2013 Date Issued: 04/02/2013 First Submission Date: Final Submission Date Feedback Date: 10/04/13 20/10/13 19/03/2013 (Task 1 and Task 2 23/09/2013 (Task 3 and Task 4) 01/04/2013(Task 1 & 2) 01/10/2013 (Task 3&4) Learner Declaration I declare that all
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THE EFFECTS OF INDUSTRIALIZATION TO AIR POLLUTION IN HO CHI MINH CITY Ho Chi Minh City‚ 24 Nov‚ 2012 Lecturer: Vo Duc Hoang Vu Students: Nguyen Thi Ngoc Chau 1001017412 Le Thi Thuy Hong 1001017456 Nguyen Pham Dieu Linh 1001017479 CONTENTS INTRODUCTION: 1 I- INDUSTRIALIZATION IN HO CHI MINH CITY: 1 1. Industrialization definition: 1 2. Industrialization growth in Ho Chi Minh City (HCMC): 1 II- AIR POLLUTION IN HO CHI MINH CITY: 2 1. Air pollution definition: 2 2. Air pollution present
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Data Analysis And Design BTEC HIGHER NATIONAL DIPLOMA Assignment Institute Name : IDM Computer Studies Pvt. Ltd. Unit Name : Data Analysis and Design Unit : Unit 13 Assignment Title : Understanding and Analysis‚ Design and Implementation of Database system. Date given : 10th May 2010 Date to be submitted : 20th July 2010 Lecturer : Mr. T. Shanakr Rational The objective of this assignment is to assure that the
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energy and specify the terms in the equation and their respective units in the SI system. G = U + PV – TS b= H – TS Where G = Gibbs free energy(Joule) H =Enthalpy(Joule) U = Internal energy(Joule) P = Pressure(Pa) V = Volume (m3) T = Temperature (K) S = Entropy(Joule/K) b) Write the Gibbs phase rule and explain the meaning of the terms in the equation. F = VAR – REL (where VAR= P(C+1)‚ REL = (P-1)(C+2)) F = P(C+1) – (P-1)(C+2) F = C – P + 2 Where F
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Chapter 8. Phase Change Simulations This chapter describes the phase change model available in FLUENT and the commands you use to set up a phase change problem. Information is organized into the following sections: Section 8.1 : Section 8.2 : Section 8.3 : Section 8.4 : Overview of Phase Change Modeling Phase Change Modeling Theory User Inputs for the Phase Change Model Solution Strategies for Phase Change Problems 8.1 Overview of Phase Change Modeling in FLUENT FLUENT can be used to solve uid
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Verified Authenticated Carol Martyn Thierry Demay Carol Martyn 17/09/2012 24/09/2012 02/10/12 Assignment Results Summary Task Hand-in date IV date 1 2 3 4 w/k 07/10/2013 w/k 21/10/2013 w/c 11/11/2013 w/c 25/11/2013 w/k 28/10/2013 w/k 11/11/13 w/c 02/12/2013 w/c 16/12/2013 Task Criteria Met (Circle) P1‚ P2‚ M1 and D1 P3 and M2 P4 and P5 P6‚ P7‚ M3 and D2 Final grade All the work you submit for this assignment must be your own. You must reference
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brackish water‚ RO unit costs ranged from 0.26h1 (0.32$) to 0.35h (0.44$) per m3‚ and for seawater‚ which contains ten times the number of contaminates‚ RO has unit costs ranging from 1.26h (1.57$) to 2.84h (3.55$) per m3 which in 2004 have fallen to a range of 0.18h (0.22$) to 0.22h (0.28$) per m3. However others mention that the current costs for brackish water lie in the range of 0.06h (0.07$) and 0.07h (0.08$) per m3 and that
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