Matt Leads Saturday‚ 27 September‚ 2008 8:22 PM How did Matt Leads get into the situation? Background: Current situation: bored‚ lack of responsibility and frustrated with his relationship with his boss Dan Lyle and colleague eleanor swift. A bias from his boss Could he have done anything differently to help himself Are there things he should ve done that he didn’t? Any key mistakes? Matt leads personality Saturday‚ 27 September‚ 2008 8:31 PM Background : • Settled for
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high-value bioactives (Borowitzka‚ 1986; Bubrick‚ 1991; Pulz et al.‚ 2001; Li et al.‚ 2001; Banerjee et al.‚ 2002). Production of * Corresponding author. Tel.: +64-6-350-5934; fax: +64-6-350-5604. E-mail address: Y.Chisti@massey.ac.nz (Y. Chisti). 0734-9750/02/$ – see front matter D 2002 Elsevier Science Inc. All rights reserved. PII: S 0 7 3 4 - 9 7 5 0 ( 0 2 ) 0 0 0 5 0 - 2 492 E. Molina Grima et al. / Biotechnology Advances 20 (2003) 491–515 microalgae-derived metabolites requires processes for
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ABSTRACT/ SUMMARY The objective of this experiment is to determine the characteristics of open-channel flow. The types of flow to be determined are rectangular notch and triangular v-notch. Another objective of the experiment is to determine the discharge coefficients for both notches. The experiment for rectangular notch begins with admitting water to the channel. At this point‚ the water flow must be adjusted by using control valve in order to obtain heads (H). Throughout the experiment‚ five
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HYDROLOGY & HYDRAULIC ENGINEERING I LABORATORY REPORT 3 TITLE : BERNOULLI’S THEOREM APPARATUS NAME : ID. NO. : SECTION : 02 EXPERIMENT DATE : 10th December 2009 SUBMISSION DATE : 17th December 2009 GROUP NO. : 2 GROUP MEMBERS : LECTURER : LAB INSTRUCTOR : TABLE OF CONTENT Content | Page | Summary | 2 | Objective | 2 | Theory | 3 - 5 | Equipment/ description of experimental apparatus | 6 | Procedure | 6 | Data and observation | 6a | Analysis | 7‚8
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Eighth International IBPSA Conference Eindhoven‚ Netherlands August 11-14‚ 2003 BUILDING MORPHOLOGY‚ TRANSPARENCE‚ AND ENERGY PERFORMANCE Werner Pessenlehner and Ardeshir Mahdavi Department of Building Physics and Human Ecology Vienna University of Technology Vienna‚ 1040 - Austria ABSTRACT Certain energy-related building standards make use of simple numeric indicators to describe a building ’s geometric compactness. Typically‚ such indicators make use of the relation between the volume
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around 9000 m3/day. Therefore this Siltbuster HB300R lamella treatment unit is sufficient to meet the demand. Installing Siltbuster HB300R save up to 90% required area compared to conventional horizontal settler and also it can achieve high degree of purification limited space. First objective is to increase the capacity of plant by 50%‚ as current capacity of plant is around 4500 m3/day. So 50% increment is about 9000 m3/day‚ which is same as 2035 demand as calculated earlier. Demand of 9000 m3/day can
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Surge Tank Design CHE4042F Process Dynamics and Control Project 1 20 April 2013 Group 26 Table of Contents List of Figures ii List of Tables ii Glossary iii A. Analysis of Plant Data 1 B. Simulation of Surge Tank 2 i. Modelling the Surge Tank in Xcos 2 ii. Frequency Fluctuations in Density Data 5 iii. Testing of Model for the Product Density 6 iv. Comparison of Unconstrained and Constrained Output Volume of the Surge Tank 7 C. Control of Surge Tank 8 i. Implementation
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the vertical stress at a point 12 m below the mid-point of one of the longer sides (a) using influence factors‚ (b) by means of Newmark’s chart. 5. The backfill behind a retaining wall above the water table consists of a sand of unit weight 17 KN/m3‚ having shear strength parameters c / = 0‚φ / = 370 . The height of the wall is 6 m and the surface of the wall backfill is horizontal. Determine the total active thrust on the wall according to the Rankine theory. If the wall is prevented from yielding
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QUESTION: 1. Determine physicochemical parameters for Palm Oil Mill Effluent (POME)‚ fresh empty fruit bunch(EFB)‚ and palm oil boiler ash. State the reference(s). 2. Determine the mass of each components at initial raw compost mixture that consist of POME+EFB(300metric ton)+ash+additive. Stat your answer in metric ton and consider any nutrient losses. The final compost should have: C/N<30‚ N=1.8%‚ P=0.5%‚ K=3.4%‚ Mg=0.8% Given: a) Composting time: 45 days b) Composting system:
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Research of domestic water consumption: a field study in Harbin‚ China by Tingyi Lu A research project report submitted in partial fulfilment of the requirements for the award of the degree of Master of Science of Loughborough University SEPTEMBER 2007 Supervisor: I.K. Smout BA‚ MSc‚ CEng FICE‚ MIAgrE‚ MCIWEM Water‚ Engineering and Development Centre Department of Civil and Building Engineering Research of domestic water consumption: a field study in Harbin，China 1 Acknowledgement
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