Benchmark Minimum Academic Standards for Undergraduate Programmes in Nigerian Universities
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Faculty of Engineering & Technology
Faculty of Engineering & Technology Rama University Uttar Pradesh, Kanpur B. Tech. Computer Science Engineering 2nd Year, Semester-III BEC-301: Digital Logic Design L T P Credit-4 3 1 0 Unit-I 08 Hours Digital system and binary numbers: Signed binary numbers, binary codes, cyclic codes, error detecting and correcting codes, hamming codes. Floating point representation, Gate-level minimization: The map method up to five variable, don't care conditions, POS simplification, NAND and NOR implementation, Quine McClusky method (Tabular method). Unit-II 08 Hours Combinational Logic: Combinational circuits, analysis procedure, design procedure, binary adder- subtractor, decimal adder, binary multiplier, magnitude comparator, decoders, encoders, multiplexers. Unit-III 08 Hours Synchronous Sequential logic: Sequential circuits, storage elements: latches, flip flops, analysis of clocked sequential circuits, state reduction and assignments, design procedure. Registers and Counters: Shift registers, ripple counter, synchronous counter, and other counters. Unit-IV 08 Hours Memory and programmable logic: RAM, ROM, PLA, and PAL. Design at the register transfer level: ASMs, design example, design with multiplexers. Unit-V 08 Hours A synchronous sequential l o g i c: Analysis procedure, circuit with latches, design p r o c e du r e , reduction of state and flow table ,race free state assignment, hazards. Text Book: M. Morris Mano and M. D. Ciletti, "Digital Design", 4th Edition, Pearson Education BAS-301: MATHEMATICS-III L T P Credit-4 3 1 0 Unit - I: -
Bylaws for Graduate Studies Credit Hour System 2016
Faculty of Engineering - Assiut University Bylaws for Graduate Studies Credit hours system 2016 Faculty of Engineering, Assiut University is interested in postgraduate studies sector in order to achieve the goals of establishing rules of scientific research. It is also interested in the applied scientific research in the degrees of diploma, master and doctorates. Moreover, Faculty of Engineering is interested in rehabilitating graduates of higher studies, so as to achieve sustainable development for scientific research. The Faculty considers overall research plan every five years to upgrade the search for the service of society and the citizen, and the Faculty is distinguished with its interest in the scientific research tools in terms of the availability of laboratories, libraries and information network. This Bylaw has been taken into consideration the reference framework of postgraduate regulations also contained the programs that serve the community and the environment in the five specialties of the Faculty; Civil Engineering, Electrical Engineering, Mechanical Engineering, Architecture Engineering and Mining and Metallurgical Engineering. The Faculty aims to increase the number of students enrolled at higher studies on their part. Prof. Mohamed Aboelkassem Mohamed Dean of Faculty of Engineering Assiut University It is a great honor when I have an opportunity to write the inaugural words for the bylaw of graduate studies in the Faculty of Engineering in Assiut University. The Faculty of Engineering in Assiut University is the first scientific institution in Upper Egypt awarded certificates Graduate Diploma, Master's degree and Ph.D. degree in most branches of engineering sciences. The postgraduate engineering study in the Faculty of Engineering provides the students with the advanced, effective, technology-based education justifying the expectations of the future of science and technology. -
(Civil) (Construction and Management) MATHEMATICS (2008 Pattern) Time :4 Hours] [Max
Total No. of Questions : 8] SEAT No. : P3951 [Total No. of Pages : 4 [4860] - 1 M.E. (Civil) (Construction and Management) MATHEMATICS (2008 Pattern) Time :4 Hours] [Max. Marks :100 Instructions to the candidates: 1) Answer any 3 questions from each Section. 2) Figures to the right indicate full marks. SECTION - I Q1) A contractor bids for 15 construction projects simultaneously. In a period of 3 years, the total projects bidded by the contractor are 60. Determine the probability of the contractor securing. [18] a) Single bid b) 5 bids c) No bid Q2) a) Explain with examples : [6] i) Discrete probability distribution. ii) Continuous probability distribution b) Explain Normal Distribution and its application in Construction project scheduling and cost control. [10] Q3) For the following data, determine various dispersion measures. If standard deviation should not be greater than 5% is the sample to be accepted or rejected? [16] P.T.O. Sample No. Slump (mm) 1 153 2 143 3 150 4 151 5 142 6 155 7 153 8 148 9 141 10 156 Q4) Explain EOQ graphically and discuss its advantages and limitations. Illustrate the sensitivity analysis on the EDQ with a proper examples.[16] SECTION - II Q5) For the data given in Question 7, establish the linear regression equation linking the activity duration in days with the resources consumed and its proper utilization. Comment on the accuracy of the relationship. [16] Q6) Explain Vorster-Sears mathematical model and the waiting line mathematical model with proper examples. [8+8] Q7) The duration of an activity depends upon the resource allocation (ultimately the total money spent) and proper utilization of these resources (Rated on a 10 point scale with higher rating meaning improper utilization) A particular construction activity has the following historical track record. -
Surcharge of Sewer Systems
WRC RESEARCH REPORT NO. 149 SURCHARGE OF SEWER SYSTEMS Ben Chie Yen Nicholas Pansic Department of Civil Engineering University of Illinois at Urbana-Champaign FINAL REPORT Proj ect No. A-086-ILL The work upon which this publication is based was supported by funds provided by the U. S. Department of the Interior as authorized under the Water Resources Research Act of 1964, P. L. 88-379 Agreement No. 14-31-0001-8015 UNIVERSITY OF ILLINOIS WATER RESOURCES CENTER 2535 Hydrosystems Laboratory Urbana, Illinois 61801 March 1980 Contents of this publication do not necessarily reflect the views and policles of the Office of Water Research and Technology, U.S. Department of the Interior, nor does mention of trade names or ccmmercial products constitute their endorsement .. or recmndation for use by the U.S. Government. ABSTRACT SURCHARGE OF SEWER SYSTEMS Surcharge of a sewer is the situation in which the sewer entrance and exit are submerged and the pipe is flowing full and under pressure. In this report the hydraulics of the surcharged flow as well as the open-channel flow leading to and after surcharge is discussed in detail and formulated mathe- matically. The transition between open-channel and surcharge flows is also discussed. This information is especially useful for those who intend to make accurate advanced simulation of sewer flows. In this study an approximate kinematic wave - surcharge model called SURKNET is formulated to simulate open- channel and surcharge flow of storm runoff in a sewer system. An example application of the model on a hypothetical sewer system is presented. -
Ebook Download Hydraulic Engineering 2Nd Edition Ebook
HYDRAULIC ENGINEERING 2ND EDITION PDF, EPUB, EBOOK Chaudhry | 9780471124665 | | | | | Hydraulic Engineering 2nd edition PDF Book The book includes a section on cavitation in hydraulic structures and a concise introduction to the physics of cavitation and application to hydraulic structures. The civil engineering aspect of this tunnel was the fact that it was dug from both ends which required the diggers to maintain an accurate path so that the two tunnels met and that the entire effort maintained a sufficient slope to allow the water to flow. Views Read Edit View history. Condition: new. Hydraulic engineering was highly developed in Europe under the aegis of the Roman Empire where it was especially applied to the construction and maintenance of aqueducts to supply water to and remove sewage from their cities. Flood Damage Reduction. Categories : Hydraulic engineering Hydraulics Civil engineering Water resources management. View all copies of this ISBN edition:. From , ongoing. As the flow comes into contact with the plate, the layer of fluid actually 'adheres' to a solid surface. Book Description Wiley. Noah D. Ideal fluid is incompressible and has no viscosity. Hence a fluid will flow under the action of the slightest stress and flow will continue as long as the stress is present. The flow outside the boundary layer is free of shear and viscous-related forces so it is assumed to act as an ideal fluid. The intermolecular cohesive forces in a fluid are not great enough to hold fluid together. Bernoulli's principle Darcy—Weisbach equation Groundwater flow equation Hazen—Williams equation Hydrological optimization Open-channel flow Manning formula Pipe network analysis. -
EPANET Program Methodology
CHAPTER 6 EPANET Program Methodology Continued global growth has placed increasing demand upon existing water distribution systems. This growth has fueled the increasing need to analyze existing and design new water distribution systems. In addition, recent concern and awareness about the safety of our drinking water has raised other questions about water quality of existing and proposed municipal water distribution systems. MIKE NET can be used to simulate existing and proposed water distribution systems. It can analyze the performance of the system and can be used to design system components to meet distribution requirements. In addition, it can perform water quality modeling, determining the age of water, performing source tracking, finding the fate of a dissolved substance, or determining substance growth or decay. This chapter describes the EPANET analysis program that MIKE NET uses to perform its water distribution network analysis. The program’s theoretical basis, its capabilities, and ways of utilizing the program for analyzing water distribution networks is discussed. 6.1 Overview The EPANET computer model used for water distribution network analysis is composed of two parts: (1) the input data file and (2) the EPANET computer program. The data file defines the characteristics of the pipes, the nodes (ends of the pipe), and the control components (such as pumps and valves) in the pipe network. The computer program solves the nonlinear energy equations and linear mass equations for pressures at nodes and flowrates in pipes. EPANET Input Data File The EPANET input data file, created automatically by MIKE NET, includes descriptions of the physical characteristics of pipes and nodes, and the connectivity of the pipes in a pipe network system.