horizontal deflection of the pipe‚ the designer must evaluate and determine the component parts to be used in the modified Iowa formula. 1. DEAD LOAD‚ We (Check for the maximum fill height.) Fill Height: H = 10 ft Soil Unit Weight: w = 120 pcf Pipe O.D.: BC = 49.5 in. Earth Load We = 10 (120) 49.5/12 = 4950 lb/ft of pipe = 413 lb/in. of pipe For fill heights greater than 8 feet‚ the HS-20 live load may be neglected; therefore‚ Wl = 0‚ meaning W = We 2. PIPE STIFFNESS Modulus of Elasticity
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ABSTRACT The quality of pipe borne water supplied by Imo State Water Corporation has been assessed by analyzing samples of water collected from different locations for their physicochemical parameters and bacteriological quality. The observed values were compared with standard values given by the World Health Organization for potable water .The quality of the analyzed water is found fit for human consumption. TABLE OF CONTENTS Title page Certification Dedication Acknowledgement Table of
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Course: BUS 471 Research in Organizational Management Professor: D. Thomas Napolitano Student: Mr. Stacey Leary Project: Term Research Paper Due Date: 11/11/2007 The Losses From Within BY Stacey F. Leary [pic] ST. Josephs College Brooklyn‚ NY TABLE OF CONTENTS Title Page………………………………………………...Page 1 Table of Contents………………………………………...Page 2 Introduction………………………………………………Page 3 Problem Statement……………………………………….Page
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Heriot watt university Dubai Campus Lab Report: Pipe Friction MODULE LEADER: Dr. MEHDI NAZARINIA 1. Introduction The flow of fluid in a pipe under pressure is used to reach many goals. A good knowledge of the fluid flow and pipe pressure at some point along the path of the pipe may facilitate to determine the size‚ capacity and material of the pipe for a system. In engineering and industry‚ the understanding of pipe flow is required for the control‚ transport‚ measure and
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GTF 101/3 TOBACCO WATER PIPE LECTURER’S NAME:DR.FOO KENG YUEN NAME MATRIC NO NUR FATEHAH BT MOHD ZAFRI 126691 NUR FATIN IZZATI BT MOHAMAD SAID 126692 NUR SAFURAA BT MAT HUSSIEN 126693 NUR SHAHIRAH BT ZULKIPLI 126694 SITI RODZIAH BT BASHAH 126701 CONTENTS ITEM PAGES NO 1)Definition Classifications/types of tobacco water pipe History/Background study 2)Properties of tobacco water pipe Physical Chemical Biological 3)Effects 4)Development of tobacco water pipe Past Present Future 5)Applications
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CLASSES OF PIPES Water supply is the process of general requirement for supply of water from public water supply system to individual building and subsequent distribution of water to various parts of the building. The water from public water supply system to individual buildings is supplied through pipes. A large proportion of capital is invested on pipes while designing water supply distribution system. The following factors should be considered in selection of pipes. * Strength of pipe
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gains and even some losses that shaped not only their history‚ but the rest of the world for years to come. The American Revolution started in 1763 when American colonists became so fed up with British rule they revolted. Tax on tea was too high‚ so they dumped it into their harbor; and just the sheer volume of impositions and taxes from a king across an ocean from them was too much for colonists to deal with (American Revolution). Ultimately fighting started and gains and losses began. As far as
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friction loss along a smooth pipe shows that there are existence of laminar and transitional flows as stated in Graph 2.0 and Graph 2.1. It is proven that the higher velocity along the smooth bore pipe‚ the higher is the head loss of water. As shown in Table 3.0‚ when the Reynolds’ number increases‚ the value of pipe coefficient friction‚ f decreases along the decreasing stead laminar line. On top of that‚ there are energy loss from the water to the surface of the pipe and therefore‚ the temperature
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sphere located in a pipe through which a fluid is flowing is to be determined experimentally. Assume that the drag is a function of the sphere diameter‚ d; the pipe diameter‚ D; the fluid velocity‚ v; and the fluid density‚ ρ. (a) What dimensionless parameters would you use for this problem? (b) Some experiments using water indicate that for d = 0.005 m‚ D = 0.0125 m‚ and v = 0.6 m/s‚ the drag is 6.5×10-3 N. If possible‚ estimate the drag on a sphere located in a 0.6 m diameter pipe through which
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Gilda Correa M.S.210 Class-817 Januaray03‚2013 Title of the bones episode : “ The person in the pipe “ Background Information : The background information about forensic anthropology is the science of physical anthropology. Also forensic anthropology is the study of humankind there are different types of cases for example murder ‚ suicide ‚ and homicide. Anthropologists only study dead or decade bodies. My prediction from the episode of bones : My prediction is
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