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    ICE PLANT DESIGN

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    RAMON MAGSAYSAY TECHNOLOGICAL UNIVERSITY COLLEGE OF ENGINEERING AND ARCHITECHTURE (IBA‚ MAIN CAMPUS) IN PARTIAL FULFILLMENT IN THE COURSE ME 423 “REFRIGERATION SYSTEMS” ICE PLANT DESIGN SUBMITTED BY: CLARO P. CABAL BSME V SUBMITTED TO: ENGR. ELVIE F. POBLETE (INSTRUCTOR) MARCH 2014 TABLE OF CONTENTS INTRODUCTION---------------------------------------------------------------------------------------------------------1 IMPORTANT TERMS AND FACTORS--------------------------------------------------------------------------------2

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    ABSTARCT: Tensile tests are fundamental for understanding properties of different materials‚ and how they will behave under load. These properties can be used for design and analysis of engineering structures‚ and for developing new Materials that better suit a specified use. This lab tested two materials mild steel and cast iron. The data from each test was used to determine valuable material properties such as ultimate tensile strength‚ modulus of elasticity‚ and yield strength. Other calculated

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    blame me if you want

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    Determine velocity of gas inside a pipe flow if water manometer connected to Pitot-Static probe show 2.5 cm height. Take density of water and air 1000 kg/m3 and 1.25 kg/m3. 4. Determine velocity of water inside a pipe flow if mercury manometer connected to Pitot-Static probe show 10 cm height. Take density of mercury and water 13600 kg/m3 and 1000 kg/m3. 5. Describe 5 advantage and disadvantage of orifice and venturi flowmeter. 6. Derive equation for obstruction flowmeters which is connected to a manometer

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    importance of sovereignty

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    Bibliography: Arrest Warrant of 11 April 2000 (Dem. Rep. Congo v. Belg.)‚ 41 ILM 536 (2002) (Int ’l Ct. Justice‚ Feb. 14‚2002) (especially separate opinion of Judge _ad hoc_ Bula-Bula‚ _id._ at 597 (in French)) John H. Jackson‚ _The WTO "Constitution" and Proposed Reforms: Seven "Mantras" Revisited‚_ 4 J. INT ’L ECON. L. 67(2001)

    Free Sovereignty International relations Nation state

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    &gclid=CLf-1dOy6bcCFQ3KtAod_Q4AnA http://www.drugs.health.gov.au/internet/drugs/publishing.nsf/content/campaign4 http://www.shropshirelive.com/2011/06/22/campaign-reduces-ghb-drug-usage-in-oswestry-area/ http://www.shropshirestar.com/news/2013/03/03/how-police-smashed-shropshire-drugs-cartel/ http://www.talktofrank.com/?&gclid=CLf-1dOy6bcCFQ3KtAod_Q4AnA

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    situated about 15-20 minutes from the airport and is within the Industrial Area. They are currently operating a waste water treatment plant with an average capacity of 55‚000 m3/day. The flow ranges from 53‚000 to 57‚000 m3/day on peak and off-peak time. There is a current demand to expand the plant’s hydraulic capacity to 100‚000 m3/day due to pressure of new domestic households wishing to connect to its pipe network. There’s also an existing conventional plant still in operation to accommodate peak

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    Evaporator

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    EVAPORATOR * Qe = 65 kw * Temperature at the evaporator is -31.56 0C * Specific volume is 0.528 m3/kg (from ph diagram) * Consider steel material for coil: Uo=90-120 Btuhrft2 0F ; use 105Btuhrft2 0F * Allowable velocity at the liquid line is 125 – 450 ft/min; use 287.5 ft/min * For the volumetric flow rate in the coil: V’ = mv V’= (0.739 kg/s) (0.528 m3/kg) V’= 0.391 m3/s = 0.664 ft3/min * For the area of the coil: Acoil = V’v =0.665287.5 Acoil

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    Is3350 Unit 4

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    inter-dependence of workstation hardwarewith network components .Your understanding in this section was very poor / poor / reasonable / good / excellent. | c | | | Suggestion(s) for Improvements: | | | | Merit Grade Awarded | M2 | | | | M3 | | | Internal Verifier(Signature‚ if sampled) | Assessor(Signature) | Date of assessmentDecision | | | | Declaration by Learner: I Confirm that this is all my own work. | Learner’s Name | Signature | Date

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    Yunus Çengel Thermodynamics

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    the net force is zero in both cases. 1-7 A plastic tank is filled with water. The weight of the combined system is to be determined. Assumptions The density of water is constant throughout. Properties The density of water is given to be ρ = 1000 kg/m3. Analysis The mass of the water in the tank and the total mass are V =0.2 m 3 mtank = 3 kg mw =ρV =(1000 kg/m )(0.2 m ) = 200 kg 3 3 mtotal = mw + mtank = 200 + 3 = 203 kg Thus‚  1N   W = mg = (203 kg)(9.81 m/s 2 ) 2   1 kg ⋅ m/s

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    Date: 09-02-2013 Experiment 1(a) Laboratory determination of water (moisture) content of a soil sample by oven drying method Reference: ASTM D2216-98 Need and scope of the experiment: In almost all soil tests natural moisture content of the soil is to be determined. The knowledge of the natural moisture content is essential in all studies of soil mechanics. To sight a few‚ natural moisture content is used in determining the bearing capacity and settlement. The natural moisture content will

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