Introduction to Hydraulics

Size: px
Start display at page:

Download "Introduction to Hydraulics"

Transcription

1 Hydrology and Quantitative Water Management Group Introduction to Hydraulics Course guide HWM prof.dr.ir. R. Uijlenhoet drs. P.J.J.F. Torfs ir. B. Vermeulen January 2012

2 Chair Group Hydrology and Quantitative Water Management Course Guide Introduction to Hydraulics prof.dr.ir. R. Uijlenhoet drs. P.J.J.F. Torfs ir. B. Vermeulen January 2012 HWM Introduction to Hydraulics (HWM 21806) 1

3 a. Name and code of the course HWM Introduction to Hydraulics b. Contact person(s) 1, lecturer(s) and examiner(s) Contact person(s) Lecturer(s) Examiner(s) c. Language of instruction and examination Dutch drs PJJF Torfs prof. dr ir R Uijlenhoet drs PJJF Torfs ir B Vermeulen drs PJJF Torfs d. Assumed or prerequisite knowledge Basic knowledge of fundamental physical concepts as forces, representation of forces by vectors, gravity etc. Working knowledge of basic calculus. LAD Soil and Water I and AEW Soil and Water II e. Profile of the course This course is designed for students who need a basic knowledge about hydraulics as an introduction to application oriented courses such as the design of irrigation systems and hydraulic structures. By concentrating on a detailed explanation of the laws of conservation of mass, momentum and energy, the course aims at providing the student a clear understanding of steady water flow through conduits, 1 It is assumed that the contact person of a course has the final responsibility for the outline of the course, the organization of the course and the Course Guide. The contact person receives all the results of the course evaluation. canals and soils. The course uses a text book which is compatible with this set up. In this text book, proofs, derivations, theory and worked examples are given in full but using simple mathematical notation and an ample amount of clarifying text. The following topics are covered: hydrostatics, measurement of pressure, flow and discharge, flow through pipelines, uniform and non uniform open channel flow and steady flow around hydraulic structures. The course provides basic knowledge of hydraulics and hydrometry for application in the fields of irrigation, drainage, erosion, water conservation and flood protection. f. Learning outcomes At the end of the course, the student will be able to: apply the laws of conservation of mass, energy and momentum to hydraulic problems; calculate hydrostatic and dynamic pressures and resultant forces on structures; calculate water level and flow velocity in uniform open channel flow, when cross sectional area, slope of the channel and roughness are known or can be measured; calculate surface level profiles for gradually varying non uniform flow (back water curve, draw down curve), with the aim to know the consequences of measures in currents and streams; measure the discharge in small open channels by using discharge measurement techniques including the velocity area method, the slope area method, the dilution method; apply discharge formulas for discharge measurement structures; calculate energy losses in closed pipe systems by applying friction Introduction to Hydraulics (HWM 21806) 2

4 coefficients and loss coefficients from literature report on measurements including error analysis creatively apply the topics learned to basic environmental water problems. g. Learning materials and resources Understanding Hydraulics by L. Hamill ( 2001, 2nd ed.), MacMillan Press LTD. Hydrometry by W. Boiten and laboratory practical guide Hydraulics/Hydrometry. A number of web application will be offered through intranet and used to interactively investigate some particular topics. h. Educational (= teaching and learning) activities lectures on hydraulics simple computational exercises on hydraulics lectures on hydrometry extensive practicals to practice hydraulic phenomena in the hydraulics laboratory. Examples are: flow over a weir, hydraulic jump, discharge measurement in open channels, visualizing energy loss, backwater and draw down curves. stationary flow problems is the theme to be investigated. This both in closed and open conduits. k. Outline and schedule of the programme of the course See annex. The planning of the laboratory exercices are rather strict. If a student cannot meet the proposed arrangements, he should contact the lecturers. Assessment strategy All the learning outcomes will be tested by two written exams at the end of the course, one on hydraulics, one on hydrometry. The practicals skills will be tested by laboratory experiments, results of which will be discussed independently with the students. i. Examination The subject Hydraulics and Hydrometry includes 6 credits, from which 60% is reserved for the theoretical part of hydraulics, 20% for the theoretical part of hydrometry and 20% for the practical part. The final mark will be determined according to this ratio. Both for the two theoretical parts and the practical part a minimum mark of 5,0 is required. After participating an examination or practical work, always the last obtained mark per part will count. j. The principal themes of the contents The interaction of pressure and velocity in Introduction to Hydraulics (HWM 21806) 3

5 Annex 1. Conribution of educational activities to the learning outcomes Learning activities Lectures hydraulics Lectures hydrometrie Computational exercises hydraulics Practical laboratory 1. Apply laws mass, energy,. X X X X 2. Calculate hydrostatic pressures X X 3. Calculate levels, velocities in open water X X 4. Measure discharge in open water X X X X 5. Apply dischare formulas of discharge measurement X X structures 6. Calculate energy loges in pipes X X X X 7. Report on measurements including error analysis X 8. Creatively apply to environmental problems X X Introduction to Hydraulics (HWM 21806) 4

6 Annex 2. Assessment strategy Written exam hydraulics Written exam hydraumetry Report on laboratory 1. Apply laws mass, energy,. X X 2. Calculate hydrostatic pressures X 3. Calculate levels, velocities in open water X 4. Measure discharge in open water X X 5. Apply dischare formulas of discharge measurement structures X X X 6. Calculate energy loges in pipes X X 7. Report on measurements including error analysis X 8. Creatively apply to environmental problems X X Contribution to final mark (%) 60% 40% 90/100% Introduction to Hydraulics (HWM 21806) 5

Understanding. Hydraulics. palgrave macmillan. Les Hamill. University of Plymouth THIRD EDITION

Understanding. Hydraulics. palgrave macmillan. Les Hamill. University of Plymouth THIRD EDITION Understanding Hydraulics THIRD EDITION Les Hamill Senior Lecturer in Civil Engineering, School of Marine Science and Engineering, University of Plymouth palgrave macmillan Preface to third edition Acknowledgements

More information

Open Channel Flow. Ch 10 Young, Handouts

Open Channel Flow. Ch 10 Young, Handouts Open Channel Flow Ch 10 Young, Handouts Introduction Many Civil & Environmental engineering flows have a free surface open to the atmosphere Rivers, streams and reservoirs Flow in partially filled pipes

More information

Use of IDF Curves Design of a roof drainage system

Use of IDF Curves Design of a roof drainage system Use of IDF Curves Design of a roof drainage system Your engineering firm is currently planning the construction of a residential apartment building in Davos, Switzerland. Your task is to design the roof

More information

Hydrogeology. Course guide HWM dr.ir. H.A.J. van Lanen R. Dijksma ing. G. Bier ir. A.F. van Loon ir. M.H.J. van Huijgevoort

Hydrogeology. Course guide HWM dr.ir. H.A.J. van Lanen R. Dijksma ing. G. Bier ir. A.F. van Loon ir. M.H.J. van Huijgevoort Hydrology and Quantitative Water Management Group HWM 20806 Hydrogeology Course guide dr.ir. H.A.J. van Lanen R. Dijksma ing. G. Bier ir. A.F. van Loon ir. M.H.J. van Huijgevoort Januari 2012 Chair Group

More information

Module 3. Irrigation Engineering Principles. Version 2 CE IIT, Kharagpur

Module 3. Irrigation Engineering Principles. Version 2 CE IIT, Kharagpur Module 3 Irrigation Engineering Principles Lesson 8 Conveyance Structures for Canal Flows Instructional objectives On completion of this lesson, the student shall learn the following: 1. The need for structures

More information

4.2 Discharge measurement by Velocity Area Method (Chitale, 1974)

4.2 Discharge measurement by Velocity Area Method (Chitale, 1974) 4.2 Discharge measurement by Velocity Area Method (Chitale, 1974) This method comprises measuring the mean velocity V and the flow area 'A' and computing the discharge Q from the continuity equation. The

More information

THE RATIONAL METHOD FREQUENTLY USED, OFTEN MISUSED

THE RATIONAL METHOD FREQUENTLY USED, OFTEN MISUSED THE RATIONAL METHOD FREQUENTLY USED, OFTEN MISUSED Mark Pennington, Engineer, Pattle Delamore Partners Ltd, Tauranga ABSTRACT The Rational Method has been in use in some form or another at least since

More information

APPENDIX G HYDRAULIC GRADE LINE

APPENDIX G HYDRAULIC GRADE LINE Storm Drainage 13-G-1 APPENDIX G HYDRAULIC GRADE LINE 1.0 Introduction The hydraulic grade line is used to aid the designer in determining the acceptability of a proposed or evaluation of an existing storm

More information

M. Tech Soil & Water Conservation Engineering

M. Tech Soil & Water Conservation Engineering M. Tech Soil & Water Conservation Engineering Basic Supporting Courses S. No. Course Code Course Title L-T-P Credits 1. MAS 701 Advanced Engineering Mathematics 3-1-0 4 2. MAS 711 Statistics I 2-0-1 3

More information

What s so hard about Stormwater Modelling?

What s so hard about Stormwater Modelling? What s so hard about Stormwater Modelling? A Pugh 1 1 Wallingford Software Pty Ltd, ann.pugh@wallingfordsoftware.com Abstract A common misconception of stormwater modelling is that it is simple. While

More information

ICE FLOOD CHARACTERISTIC AND REGULATION PLAN DURING INITIAL FREEZE-UP PERIOD OF WANJIAZHAI RESERVOIR

ICE FLOOD CHARACTERISTIC AND REGULATION PLAN DURING INITIAL FREEZE-UP PERIOD OF WANJIAZHAI RESERVOIR Ice in the Environment: Proceedings of the 16th IAHR International Symposium on Ice Dunedin, New Zealand, 2nd 6th December 2002 International Association of Hydraulic Engineering and Research ICE FLOOD

More information

Learning objectives. Upon successful completion of this lecture, the participants will be able to:

Learning objectives. Upon successful completion of this lecture, the participants will be able to: Solomon Seyoum Learning objectives Upon successful completion of this lecture, the participants will be able to: Describe and perform the required step for designing sewer system networks Outline Design

More information

Flow Measuring Structures

Flow Measuring Structures Flow Measuring Structures Flow measurement structures are required in irrigation canals in order to facilitate the distribution of water through out the system and to keep account for seepage losses, etc.

More information

Index. Page numbers followed by f indicate figures.

Index. Page numbers followed by f indicate figures. Index Aerodynamic method, 103, 110 111 Algae, 131, 173, 175 Alternate depth, 88 Alternating block method, 132, 140 141 Attenuation, 106, 107f, 118, 120 Page numbers followed by f indicate figures. Baseflow

More information

Review for Chapter 1 Introduction. 1. Sketch the hydrologic cycle and label the location and movement of water.

Review for Chapter 1 Introduction. 1. Sketch the hydrologic cycle and label the location and movement of water. Review for Chapter 1 Introduction 1. Sketch the hydrologic cycle and label the location and movement of water. 2. Describe the hydrologic cycle (use a graph to support your description) 3. Define the science

More information

Training Course Brochure Building Capacity in Rural & Urban Water Management

Training Course Brochure Building Capacity in Rural & Urban Water Management Training Course Brochure 2015 Building Capacity in Rural & Urban Water Management Introduction The WastePro Academy seeks to encourage the use of desktop software applications in the water and environmental

More information

Irrigation Structures 2. Dr. M. R. Kabir

Irrigation Structures 2. Dr. M. R. Kabir CHAPTER 9 Irrigation Structures 2 Dr. M. R. Kabir Professor and Head, Department of Civil Engineering University of Asia Pacific (UAP), Dhaka LECTURE 22 What is Cross Drainage Works? In an irrigation project,

More information

CE Hydraulics. Andrew Kennedy 168 Fitzpatrick

CE Hydraulics. Andrew Kennedy 168 Fitzpatrick CE 40450 Hydraulics Andrew Kennedy 168 Fitzpatrick Andrew.kennedy@nd.edu Hydraulics What does hydraulics mean for engineers and what are typical hydraulic engineering problems? How do these interact with

More information

INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN PLANT GREENE COUNTY ASH POND ALABMA POWER COMPANY

INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN PLANT GREENE COUNTY ASH POND ALABMA POWER COMPANY INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN PLANT GREENE COUNTY ASH POND ALABMA POWER COMPANY Section 257.82 of EPA s regulations requires the owner or operator of an existing or new CCR surface impoundment

More information

Facilities Development Manual

Facilities Development Manual State of Wisconsin Department of Transportation Facilities Development Manual ORIGINATOR Director, Bureau of Highway Development PROCEDURE 13-25-35 CHAPTER 13 Drainage SECTION 25 Storm Sewer Design SUBJECT

More information

M. Tech Irrigation & Drainage Engineering

M. Tech Irrigation & Drainage Engineering M. Tech Irrigation & Drainage Engineering Basic Supporting Courses S. No. Course Code Course Title L-T-P Credits 1. MAS 701 Advanced Engineering Mathematics 3-1-0 4 2. MAS 711 Statistics I 2-0-1 3 3. COMP

More information

Analysis of Side Sluice in Trapezoidal Channel

Analysis of Side Sluice in Trapezoidal Channel Analysis of Side Sluice in Trapezoidal Channel Dr. L. G. Patil 1, Amol M. Kode 2 1 Associate Professor, Department of Civil Engineering, SGGSIE&T, Nanded 2 M. Tech Student, Department of Civil Engineering,

More information

DRAINAGE & DESIGN OF DRAINAGE SYSTEM

DRAINAGE & DESIGN OF DRAINAGE SYSTEM Drainage on Highways DRAINAGE & DESIGN OF DRAINAGE SYSTEM P. R.D. Fernando Chartered Engineer B.Sc.(Hons), M.Eng. C.Eng., MIE(SL) Drainage Requirement of Highway Drainage System Introduction Drainage means

More information

PART V - STORM DRAIN DESIGN CRITERIA

PART V - STORM DRAIN DESIGN CRITERIA PART V - STORM DRAIN DESIGN CRITERIA A. Hydrology Studies and Hydraulic Analyses 1. Drainage area master plans and calculations are to be submitted with all subdivision improvement plans, permit improvement

More information

PART 3 - STANDARDS FOR SEWERAGE FACILITIES DESIGN OF STORM SEWERS

PART 3 - STANDARDS FOR SEWERAGE FACILITIES DESIGN OF STORM SEWERS PART 3 - STANDARDS FOR SEWERAGE FACILITIES 3.3 - DESIGN OF STORM SEWERS 3.301 Design of Storm Sewers A. General Information B. Investigations and Surveys C. Special Projects 3.302 Design Criteria for Storm

More information

Overview of NRCS (SCS) TR-20 By Dr. R.M. Ragan

Overview of NRCS (SCS) TR-20 By Dr. R.M. Ragan Overview of NRCS (SCS) TR-20 By Dr. R.M. Ragan TR-20 is a computer program for the simulation of runoff occurring from a single storm event. The program develops flood hydrographs from runoff and routes

More information

Chapter 7 Ditches and Channels

Chapter 7 Ditches and Channels Chapter 7 Ditches and Channels TABLE OF CONTENTS CHAPTER 7 - DITCHES AND CHANNELS... 7-1 7.1 Introduction... 7-1 7.2 Design Policy... 7-2 7.2.1 Federal Policy... 7-2 7.2.2 Commonwealth of Virginia Policy...

More information

Energetic Efficiency Analysis of Water Pumping Installations

Energetic Efficiency Analysis of Water Pumping Installations Energetic Efficiency Analysis of Water Pumping Installations ANCA CONSTANTIN, CLAUDIU STEFAN NITESCU, MADALINA STANESCU Hydraulic Engineering Department, Faculty of Civil Engineering Ovidius University

More information

SEMESTER LESSON PLANS (RPS) Time. 100 minutes

SEMESTER LESSON PLANS (RPS) Time. 100 minutes SEMESTER LESSON PLANS (RPS) Course : IRRIGATION NETWORK SYSTEM & OP Course Code : TKP 411 Semester : Odd Credits : 2 credits Lecturers : Ir. RiniWahyuSayekti, MS Prima Hadi W., ST, MT No Material 1 Irrigation

More information

SPATIAL-TEMPORAL ADJUSTMENTS OF TIME OF CONCENTRATION

SPATIAL-TEMPORAL ADJUSTMENTS OF TIME OF CONCENTRATION JOURNAL O LOOD ENGINEERING J E 1(1) January June 2009; pp. 21 28 SPATIAL-TEMPORAL ADJUSTMENTS OF TIME OF CONCENTRATION Kristin L. Gilroy & Richard H. McCuen Dept. of Civil and Environmental Engineering,

More information

The Islamic University of Gaza- Civil Engineering Department Sanitary Engineering- ECIV 4325 L5. Storm water Management

The Islamic University of Gaza- Civil Engineering Department Sanitary Engineering- ECIV 4325 L5. Storm water Management The Islamic University of Gaza- Civil Engineering Department Sanitary Engineering- ECIV 4325 L5. Storm water Management Husam Al-Najar Storm water management : Collection System Design principles The Objectives

More information

CIVIL ENGINEERING. Subject Code: CE. Course Structure. Engineering Mathematics. Ordinary Differential Equation (ODE)

CIVIL ENGINEERING. Subject Code: CE. Course Structure. Engineering Mathematics. Ordinary Differential Equation (ODE) CIVIL ENGINEERING Subject Code: CE Course Structure Sections/Units Section A Unit 2 Unit 3 Unit 4 Unit 5 Unit 6 Section B Unit 2 Unit 3 Unit 4 Unit 5 Unit 6 Section C Unit 2 Section D Topics Engineering

More information

ESTABLISHMENT OF AN EMPIRICAL MODEL THAT CORRELATES RAINFALL- INTENSITY- DURATION- FREQUENCY FOR MAKURDI AREA, NIGERIA

ESTABLISHMENT OF AN EMPIRICAL MODEL THAT CORRELATES RAINFALL- INTENSITY- DURATION- FREQUENCY FOR MAKURDI AREA, NIGERIA ESTABLISHMENT OF AN EMPIRICAL MODEL THAT CORRELATES RAINFALL- INTENSITY- DURATION- FREQUENCY FOR MAKURDI AREA, NIGERIA Martins Okey Isikwue 1, Sam Baba Onoja 1 and Kefas J. Laudan 2 1 Department of Agricultural

More information

DIVISION 5 STORM DRAINAGE CRITERIA

DIVISION 5 STORM DRAINAGE CRITERIA DIVISION 5 STORM DRAINAGE CRITERIA Section 5.01 GENERAL The following storm drainage design criteria shall apply to all storm drainage designs in the City. Additional design criteria are specified in the

More information

Lateral Outflow from Supercritical Channels

Lateral Outflow from Supercritical Channels Lateral Outflow from Supercritical Channels J. Coonrod 1, J. Ho 2 and N. Bernardo 3 1 Associate Professor, Department of Civil Engineering, University of New Mexico, Albuquerque, NM 87131; PH (505) 277-3233;

More information

THE CONSTRUCTION PHASES OF THE NEW NAGA HAMMADI BARRAGE COFFERDAMS

THE CONSTRUCTION PHASES OF THE NEW NAGA HAMMADI BARRAGE COFFERDAMS Ninth International Water Technology Conference, IWTC9 2005, Sharm El-Sheikh, Egypt 355 THE CONSTRUCTION PHASES OF THE NEW NAGA HAMMADI BARRAGE COFFERDAMS Yasser Shawky ( 1), Hala Badawy ( 2) (1) Researcher,

More information

Hydraulic Jumps. CIVE 401: Fall Team 10: Yalin Mao, Natalie Pace, Kyle Nickless. November 19, 2014

Hydraulic Jumps. CIVE 401: Fall Team 10: Yalin Mao, Natalie Pace, Kyle Nickless. November 19, 2014 Hydraulic Jumps CIVE 401: Fall 014 Team 10: Yalin Mao, Natalie Pace, Kyle Nickless November 19, 014 1 INTRODUCTION The fields of fluid mechanics and hydraulics contain a wide range of phenomena. Some concepts

More information

Temporary Watercourse Crossing: Culverts

Temporary Watercourse Crossing: Culverts Temporary Watercourse Crossing: Culverts DRAINAGE CONTROL TECHNIQUE Low Gradient Velocity Control Short Term Steep Gradient Channel Lining Medium-Long Term Outlet Control Soil Treatment Permanent Symbol

More information

DETERMINATION OF DISCHARGE COEFFICIENT AND HEAD-DISCHARGE RELATIONSHIPS OF DIFFERENT HYDRAULIC STRUCTURES

DETERMINATION OF DISCHARGE COEFFICIENT AND HEAD-DISCHARGE RELATIONSHIPS OF DIFFERENT HYDRAULIC STRUCTURES Journal of Indian Water Resources Society, Vol 34, No.1, January, 2014 DETERMINATION OF DISCHARGE COEFFICIENT AND HEAD-DISCHARGE RELATIONSHIPS OF DIFFERENT HYDRAULIC STRUCTURES P. P. Dabral 1, P. K. Pandey

More information

HYDROLOGIC & HYDRAULIC ASPECTS of the Walnut Street Bridge over the Schuylkill River Philadelphia, PA

HYDROLOGIC & HYDRAULIC ASPECTS of the Walnut Street Bridge over the Schuylkill River Philadelphia, PA HYDROLOGIC & HYDRAULIC ASPECTS of the Walnut Street Bridge over the Schuylkill River Philadelphia, PA J. Richard Weggel CAEE201 Lectures 30 April & 2 May 2007 HYDROLOGY (Natural Science) Study of the waters

More information

Created by Simpo PDF Creator Pro (unregistered version) Asst.Prof.Dr. Jaafar S. Maatooq

Created by Simpo PDF Creator Pro (unregistered version)  Asst.Prof.Dr. Jaafar S. Maatooq Lect.No.9 2 nd Semester Barrages, Regulators, Dams 1 of 15 In order to harness the water potential of a river optimally, it is necessary to construct two types of hydraulic structures, as shown in Figure

More information

The Texas A&M University and U.S. Bureau of Reclamation Hydrologic Modeling Inventory (HMI) Questionnaire

The Texas A&M University and U.S. Bureau of Reclamation Hydrologic Modeling Inventory (HMI) Questionnaire The Texas A&M University and U.S. Bureau of Reclamation Hydrologic Modeling Inventory (HMI) Questionnaire May 4, 2010 Name of Model, Date, Version Number Dynamic Watershed Simulation Model (DWSM) 2002

More information

CONTRIBUTION TO THE STUDY OF THE FLOW RESISTANCE IN A FLUME WITH ARTIFICIAL EMERGENT VEGETATION

CONTRIBUTION TO THE STUDY OF THE FLOW RESISTANCE IN A FLUME WITH ARTIFICIAL EMERGENT VEGETATION Larhyss Journal, ISSN 1112-3680, n 15, Septembre 2013, pp. 55-63 2013 Tous droits réservés CONTRIBUTION TO THE STUDY OF THE FLOW RESISTANCE IN A FLUME WITH ARTIFICIAL EMERGENT VEGETATION HAMIMED A., NEHAL

More information

Calculate the Costs of Piping System Elements

Calculate the Costs of Piping System Elements Calculate the Costs of Piping System Elements by Ray Hardee, Engineered Software, Inc. Last month s column described the process of creating an energy cost balance sheet for a piping system (see Figure

More information

Hancor, Inc. Drainage Handbook Hydraulics 3-1

Hancor, Inc. Drainage Handbook Hydraulics 3-1 Hancor, Inc. Drainage Handbook Hydraulics 3-1 3-0 HYDRAULICS TABLE OF CONTENTS 3-1 Overview of Hydraulic Considerations...3-2 3-2 Design Manning s Value...3-2 3-3 Discharge Curves...3-4 3-3 The Conveyance

More information

Irrigation Rehabilitation Program Design and Construction Standards

Irrigation Rehabilitation Program Design and Construction Standards Irrigation Rehabilitation Program Design and Construction Standards Prepared by the IRP Standards Review Committee For Alberta Agriculture and Rural Development, Irrigation Secretariat April 26, 2010 Adopted

More information

124 MODERN SEWER DESIGN

124 MODERN SEWER DESIGN 14 MODERN SEWER DESIGN Fabricated fittings are hydraulically superior. 5. HYDRAULIC DESIGN OF STORM SEWERS CHAPTER 5 Hydraulic Design of Storm Sewers 15 The hydraulic design of a sewer system may have

More information

WATER AND WASTEWATER ENGINEERING HYDRAULICS

WATER AND WASTEWATER ENGINEERING HYDRAULICS WATER AND WASTEWATER ENGINEERING HYDRAULICS T J Casey AQUAVARRA RESEARCH LIMITED 22A Brookfield Avenue Blackrock Co. Dublin. October 2004 Author s Note Water and Wastewater Engineering Hydraulics was first

More information

HYDRAULICS OF CULVERTS

HYDRAULICS OF CULVERTS HYDRAULICS OF CULVERTS Walter F. Silva, Ph.D., P.E. December 8 & 11, 2015 Now you know.. UNIFORM, CRITICAL FLOW and PIPE FLOW Classification of Culvert Flow USGS classifies culvert flow into six types,

More information

WASTEWATER & STORM WATER COLLECTION AND REMOVAL

WASTEWATER & STORM WATER COLLECTION AND REMOVAL CVE 471 WATER RESOURCES ENGINEERING WASTEWATER & STORM WATER COLLECTION AND REMOVAL Assist. Prof. Dr. Bertuğ Akıntuğ Civil Engineering Program Middle East Technical University Northern Cyprus Campus CVE

More information

Water supply components

Water supply components Water supply components Water sources structures (Dams, wells, reservoirs) Surface water Groundewater Pipelines from source Water treatment plant components Pumping stations Storage (elevated tanks) Distribution

More information

Water Utility Science Water Math and Hydraulics 050. Name: Date:

Water Utility Science Water Math and Hydraulics 050. Name: Date: Water Utility Science Water Math and Hydraulics 050 Name: Date: Note: Please show all of your calculations for each problem no matter how simple the problem may seem. Please use the accompanying pieces

More information

(b) Discuss in brief shaft spillway with neat sketches. Marks 04. OR Q (2) Explain in brief USBR stilling basin. Marks 08

(b) Discuss in brief shaft spillway with neat sketches. Marks 04. OR Q (2) Explain in brief USBR stilling basin. Marks 08 (b) Discuss in brief shaft spillway with neat sketches. Marks 04 OR Q (2) Explain in brief USBR stilling basin. Marks 08 Stilling Basins The basins are usually provided with special appurtenances including

More information

Water Measurement. Presentation by. L. Niel Allen Extension Irrigation Specialist Utah State University

Water Measurement. Presentation by. L. Niel Allen Extension Irrigation Specialist Utah State University Water Measurement Presentation by L. Niel Allen Extension Irrigation Specialist Utah State University to Utah State Engineer s Office Division of Water Rights Salt Lake City, Utah December 11, 2013 Introduction

More information

1. Apply knowledge of the controlling variables for groundwater flow. 2. Demonstrate groundwater flow direction based on hydraulic head observations.

1. Apply knowledge of the controlling variables for groundwater flow. 2. Demonstrate groundwater flow direction based on hydraulic head observations. .9-12 HYDRAULIC HEAD SUBJECTS: TIME: Science (Physical Science, Physics), Math 1 class period MATERIALS: Copies of student sheets and background information OBJECTIVES The student will do the following:

More information

PAPERWORK REDUCTION ACT A. GENERAL

PAPERWORK REDUCTION ACT A. GENERAL U.S. DEPARTMENT OF HOMELAND SECURITY - FEDERAL EMERGENCY MANAGEMENT AGENCY RIVERINE STRUCTURES FORM O.M.B No. 1660-0016 Expires: 12/31/2010 PAPERWORK REDUCTION ACT Public reporting burden for this form

More information

Outlet Structure Modeling

Outlet Structure Modeling Watershed Modeling using HEC-RAS Outlet Structure Modeling Jeff Wickenkamp, P.E., CFM, D.WRE Patrick Lach, P.E. Hey and Associates, Inc. Water Resources, Wetlands and Ecology Outline of Presentation Why

More information

Hydraulics Dr. Arup Kumar Sarma Department Of Civil Engineering Indian Institute of Technology, Guwahati

Hydraulics Dr. Arup Kumar Sarma Department Of Civil Engineering Indian Institute of Technology, Guwahati Hydraulics Dr. Arup Kumar Sarma Department Of Civil Engineering Indian Institute of Technology, Guwahati Module No. #01 Introduction to open channel flow Lecture No. #01 Introduction to Hydraulics We in

More information

Outlet Flow Velocity in Circular Culvert

Outlet Flow Velocity in Circular Culvert Archives of Hydro-Engineering and Environmental Mechanics Vol. 61 (2014), No. 3 4, pp. 193 203 DOI: 10.1515/heem-2015-0013 IBW PAN, ISSN 1231 3726 Outlet Flow Velocity in Circular Culvert Wojciech Szpakowski

More information

GUJARAT TECHNOLOGICAL UNIVERSITY, AHMEDABAD, GUJARAT. Course Curriculum. FLUID FLOW OPERATION (Code: ) Chemical Engineering

GUJARAT TECHNOLOGICAL UNIVERSITY, AHMEDABAD, GUJARAT. Course Curriculum. FLUID FLOW OPERATION (Code: ) Chemical Engineering GUJARAT TECHNOLOGICAL UNIVERSITY, AHMEDABAD, GUJARAT Course Curriculum FLUID FLOW OPERATION (Code: 3330503) Diploma Programme in which this course is offered Chemical Engineering Semester in which offered

More information

Faculty of Water and Land Management Bachelor degree study programme Hydraulic Engineering

Faculty of Water and Land Management Bachelor degree study programme Hydraulic Engineering Faculty of Water L Management Bachelor degree study programme Hydraulic Engineering Code of the programme 612H23002 Language of instruction Lithuanian, English, Russian Study area, study field (branch

More information

Chapter 7 Water Conveying Conduits

Chapter 7 Water Conveying Conduits Chapter 7 Water Conveying Conduits After the capacity of the water conduit system is known, the type and size of the supply and drainage conduits have to be determined, which is an iterative process. Various

More information

Geneva Dam. Design of a Steep, Temporary, Riprap Ramp

Geneva Dam. Design of a Steep, Temporary, Riprap Ramp Geneva Dam Design of a Steep, Temporary, Riprap Ramp A Run-of of-river Dam Analysis for Geneva Dam Credit to: Yu-Chun Su, Ph.D., P.E., CFM David T. Williams. Ph.D., P.E, CFM Presentation Purpose History

More information

Design criteria, Flooding of sewer systems in flat areas.

Design criteria, Flooding of sewer systems in flat areas. Design criteria, Flooding of sewer systems in flat areas. Ir Harry. Van Luijtelaar Tauw bv, P.O. box 830, 7400 AV Deventer, The Netherlands, Telephone +31570699304, Fax +31570699666, E-mail hlj@tauw.nl.

More information

EART 204. Water. Dr. Slawek Tulaczyk. Earth Sciences, UCSC

EART 204. Water. Dr. Slawek Tulaczyk. Earth Sciences, UCSC EART 204 Water Dr. Slawek Tulaczyk Earth Sciences, UCSC 1 Water is an amazing liquid, (high heat capacity - particularly in phase transitions, maximum density at ca. 4 deg. C) 2 3 4 5 6 7 8 9 Basin Hydrologic

More information

Sag Pipe (depressed sewers, or Inverted siphons) Dr. Sataa A. Al-Bayati(10-11)

Sag Pipe (depressed sewers, or Inverted siphons) Dr. Sataa A. Al-Bayati(10-11) بسم هللا الرحمن الرحيم Sag Pipe (depressed sewers, or Inverted siphons) Dr. Sataa A. Al-Bayati(10-11) A sewer that drops below the hydraulic gradient to pass under an obstruction, such as a railroad cut,

More information

Irrigation Design (1) IHD302

Irrigation Design (1) IHD302 Irrigation Design (1) IHD302 Instructors : 1-Prof Dr. Kamal Abou Alhasan 2- Dr. Ashraf Saad 3- Dr. Soha Elayoty 4- Dr. Mohamed Attia 5- Dr. Hany Gomaa Topics Design of irrigation system Design of Bridge

More information

Course Descriptions. CIV 202 Surveying (3 = 2 + 1) Prerequisite: FES 270

Course Descriptions. CIV 202 Surveying (3 = 2 + 1) Prerequisite: FES 270 Course Descriptions CIV 100 Civil Engineering Drafting (3 = 3 + 0) Prerequisite: FES 113 This course introduces the principles and processes of engineering design and drafting. It explores the role of

More information

Irrigation System. BWCDD Zanjero Training 2/13/2008

Irrigation System. BWCDD Zanjero Training 2/13/2008 Irrigation System BWCDD Zanjero Training Session #7 2/13/2008 Irrigation System The (main) intake structure t directs water from the source of supply, such as a reservoir or a river, into the irrigation

More information

Tangible benefits of technological prospection and prefeasibility studies in SHP projects Ing. Sergio Armando Trelles Jasso

Tangible benefits of technological prospection and prefeasibility studies in SHP projects Ing. Sergio Armando Trelles Jasso 5 th and 6 th December 2012, Panama City, Panama Tangible benefits of technological prospection and prefeasibility studies in SHP projects Ing. Sergio Armando Trelles Jasso Agenda Artisanal vs Technological

More information

Infiltration. Infiltration is the term applied to the process of water entry into the soil. The rate of infiltration determines

Infiltration. Infiltration is the term applied to the process of water entry into the soil. The rate of infiltration determines Infiltration Infiltration is the term applied to the process of water entry into the soil. The rate of infiltration determines The time at which superficial water appears on the soil surface The amount

More information

Water Control Structures Selected Design Guidelines Alberta Environment Page 17-1

Water Control Structures Selected Design Guidelines Alberta Environment Page 17-1 Alberta Transportation Water Control Structures Selected Design Guidelines Alberta Environment Page 17-1 17.0 MAIN CANAL CONVEYANCE STRUCTURES 17.1 General Conveyance structures typically employed on main

More information

Evaluation of Stability for Ecological Revetment Method with Stone Mattress and Vegetation Mound Using ANSYS Fluent

Evaluation of Stability for Ecological Revetment Method with Stone Mattress and Vegetation Mound Using ANSYS Fluent , pp.363-372 http://dx.doi.org/10.14257/ijunesst.2016.9.1.37 Evaluation of Stability for Ecological Revetment Method with Stone Mattress and Vegetation Mound Using ANSYS Fluent Hyo Seon Park 1, Dong Woo

More information

Higher National Unit specification. General information for centres. Unit title: Marine Engineering: Naval Architecture. Unit code: F911 34

Higher National Unit specification. General information for centres. Unit title: Marine Engineering: Naval Architecture. Unit code: F911 34 Higher National Unit specification General information for centres Unit code: F911 34 Unit purpose: This Unit is designed to enable candidates to develop their knowledge and understanding of Naval Architecture.

More information

Highway Drainage 1- Storm Frequency and Runoff 1.1- Runoff Determination

Highway Drainage 1- Storm Frequency and Runoff 1.1- Runoff Determination Highway Drainage Proper drainage is a very important consideration in design of a highway. Inadequate drainage facilities can lead to premature deterioration of the highway and the development of adverse

More information

Task 5. Christopher Mack Zack Kaldy MET 330 Fluid Mechanics November 8, Purpose

Task 5. Christopher Mack Zack Kaldy MET 330 Fluid Mechanics November 8, Purpose Purpose Task 5 Christopher Mack Zack Kaldy MET 330 Fluid Mechanics November 8, 2015 For the fifth task of this project we are asked to specify the layout of the piping system, the material type and sizes

More information

Lecture 20: Groundwater Introduction

Lecture 20: Groundwater Introduction Lecture 20: Groundwater Introduction Key Questions for Groundwater 1. What is an aquifer? 2. What is an unconfined aquifer? 3. What is groundwater recharge? 4. What is porosity? What determines the magnitude

More information

Flood Risk Analysis of Cocó Urban River in Fortaleza, Brazil

Flood Risk Analysis of Cocó Urban River in Fortaleza, Brazil Hydrology Days 2010 Flood Risk Analysis of Cocó Urban River in Fortaleza, Brazil Carla Freitas Andrade 1, Vanessa Ueta 2, Patrícia Freire Chagas 2, Silvia Helena Santos 2 and Raimundo Souza 2 Universidade

More information

PRINCIPLES OF ENGINEERING Course Syllabus

PRINCIPLES OF ENGINEERING Course Syllabus 6111 E. Skelly Drive P. O. Box 477200 Tulsa, OK 74147-7200 PRINCIPLES OF ENGINEERING Course Syllabus Course Number: ST00024 OHLAP Credit: Yes OCAS Code: 8710 Course Length: 80 Hours Career Cluster: Science,

More information

Methods of Streamflow Analysis

Methods of Streamflow Analysis 4 Methods of Streamflow Analysis CHAPTER 4 Streamflow Measurements Danielle M. Andrews Department of Crop and Soil Sciences, The Pennsylvania State University I. INTRODUCTION Perennial carries water all

More information

ANALYSIS OF HYDRAULIC FLOOD CONTROL STRUCTURE AT PUTAT BORO RIVER

ANALYSIS OF HYDRAULIC FLOOD CONTROL STRUCTURE AT PUTAT BORO RIVER Civil Engineering Forum Volume XXII/ - May 03 ANALYSIS OF HYDRAULIC FLOOD CONTROL STRUCTURE AT PUTAT BORO RIVER Ruhban Ruzziyatno Directorate General of Water Resources, Ministry of Public Works, Republic

More information

EXHIBIT 'A' AMENDMENT TO THE DRAINAGE DESIGN CRITERIA MANUAL. City of Denton. Stormwater Design Criteria Manual DEN ON

EXHIBIT 'A' AMENDMENT TO THE DRAINAGE DESIGN CRITERIA MANUAL. City of Denton. Stormwater Design Criteria Manual DEN ON EXHIBIT 'A' AMENDMENT TO THE DRAINAGE DESIGN CRITERIA MANUAL City of Denton Stormwater Design Criteria Manual DEN ON March 20, 2018 Table of Contents Section 1.0- Introduction... 1 1.1 Purpose... 1 1.2

More information

Module 7: Hydraulic Design of Sewers and Storm Water Drains. Lecture 7: Hydraulic Design of Sewers and Storm Water Drains

Module 7: Hydraulic Design of Sewers and Storm Water Drains. Lecture 7: Hydraulic Design of Sewers and Storm Water Drains Module 7: Hydraulic Design of Sewers and Storm Water Drains Lecture 7: Hydraulic Design of Sewers and Storm Water Drains 7.0 HYDRAULIC DESIGN OF SEWERS AND STORM WATER DRAINS 7.1 General Consideration

More information

Highway Engineering. 3 _ 2/2 Lecture/Laboratory Hours

Highway Engineering. 3 _ 2/2 Lecture/Laboratory Hours COURSE OUTLINE CIV216 Course Number Highway Engineering Course Title 3 _ 2/2 Credits Lecture/Laboratory Hours COURSE DESCRIPTION Explores the planning, design, construction, and characteristics of highways

More information

Analysis of Ejector Cooling Flow. Butovskyi Iegor, Kogut Volodimyr, Khmelniuk Mykhailo. Odessa National Academy of Food Technologies, Odessa, Ukraine

Analysis of Ejector Cooling Flow. Butovskyi Iegor, Kogut Volodimyr, Khmelniuk Mykhailo. Odessa National Academy of Food Technologies, Odessa, Ukraine Chinese Business Review, Apr. 2017, Vol. 16, No. 4, 203-209 doi: 10.17265/1537-1506/2017.04.004 D DAVID PUBLISHING Analysis of Ejector Cooling Flow Butovskyi Iegor, Kogut Volodimyr, Khmelniuk Mykhailo

More information

LOW WATER CROSSINGS, fords, or drifts, as they

LOW WATER CROSSINGS, fords, or drifts, as they Chapter 9 For ords and Low-Water Crossings Keep the ford profile low, armor the driving surface, and protect against scour. LOW WATER CROSSINGS, fords, or drifts, as they are commonly called, can offer

More information

AGRO/ EMS 2051 Soil Science Lecture 3 Lab 2 Credits 4. Principles of soil science; properties of soils related to plant growth and the environment.

AGRO/ EMS 2051 Soil Science Lecture 3 Lab 2 Credits 4. Principles of soil science; properties of soils related to plant growth and the environment. AGRO/ EMS 2051 Soil Science 3 Lab 2 Credits 4 Course Description Prerequisite: CHEM 1002, 1212 or equivalent. Principles of soil science; properties of soils related to plant growth and the environment.

More information

Improvements in Steam Desuperheater Performance

Improvements in Steam Desuperheater Performance By: L. S. Harris Manager, Research and Development Department, Schutte and Koerting Development work performed during the past ten years in the field of direct-contact steam desuperheaters has produced

More information

Appendix J: Storm Conveyance Design Parameters

Appendix J: Storm Conveyance Design Parameters Appendix J: Storm Conveyance Design Parameters Drain Commissioner 39 February 2005 STORM DRAINAGE DESIGN CRITERIA A. STORM SEWERS 1. The required discharge capacity shall be determined by the Rational

More information

CHAPTER 6 COLLECTION SYSTEM HYDRAULIC MODEL

CHAPTER 6 COLLECTION SYSTEM HYDRAULIC MODEL CHAPTER 6 COLLECTION SYSTEM HYDRAULIC MODEL INTRODUCTION The District developed a hydraulic model of the sanitary sewer system as part the 2000 Wastewater Comprehensive Plan. The output from this model

More information

Supplemental Watershed Plan Agreement No. 10 for Neshaminy Creek Watershed Core Creek Dam (PA-620) Bucks County, Pennsylvania

Supplemental Watershed Plan Agreement No. 10 for Neshaminy Creek Watershed Core Creek Dam (PA-620) Bucks County, Pennsylvania Supplemental Watershed Plan Agreement No. 10 for Neshaminy Creek Watershed Core Creek Dam (PA-620) Bucks County, Pennsylvania Project Authorization USDA's Small Watershed Program is carried out under the

More information

Definitions 3/16/2010. GG22A: GEOSPHERE & HYDROSPHERE Hydrology

Definitions 3/16/2010. GG22A: GEOSPHERE & HYDROSPHERE Hydrology GG22A: GEOSPHERE & HYDROSPHERE Hydrology Definitions Streamflow volume of water in a river passing a defined point over a specific time period = VxA discharge m 3 s -1 Runoff excess precipitation - precipitation

More information

HIDURB - Urban Hydrology

HIDURB - Urban Hydrology Coordinating unit: Teaching unit: Academic year: Degree: ECTS credits: 2015 250 - ETSECCPB - Barcelona School of Civil Engineering 751 - DECA - Department of Civil and Environmental Engineering MASTER'S

More information

2D flood modelling: coping with real world applications

2D flood modelling: coping with real world applications 2D flood modelling: coping with real world applications Dr Vasilis Bellos CH2M, Experienced Researcher Marie Curie fellow Introduction Flooding is a natural hazard of great importance Improving the accuracy

More information

Flood Routing in Natural Channels Using Muskingum Methods

Flood Routing in Natural Channels Using Muskingum Methods Dublin Institute of Technology ARROW@DIT Other resources School of Civil and Structural Engineering 2011-12 Flood Routing in Natural Channels Using Muskingum Methods Safa Elbashir Dublin Institute of Technology,

More information

CITY UTILITIES DESIGN STANDARDS MANUAL

CITY UTILITIES DESIGN STANDARDS MANUAL CITY UTILITIES DESIGN STANDARDS MANUAL () September 2017 Page Chapter 1 Acronyms and Definitions 1.01 Purpose 1 1.02 Acronyms 1 1.03 Definitions 3 Chapter 2 Introduction 2.01 Purpose 1 2.02 Applicability

More information

Flow Meters Demonstration Unit FMDU

Flow Meters Demonstration Unit FMDU Engineering and Technical Teaching Equipment Flow Meters Demonstration Unit FMDU PROCESS DIAGRAM AND UNIT ELEMENTS ALLOCATION ISO 9001: Quality Management (for Design, Manufacturing, Commercialization

More information

Nutrient Management SOQ 31806

Nutrient Management SOQ 31806 COURSE GUIDE Nutrient Management SOQ 31806 Department of Soil Quality www.soq.wur.nl Nutrient Management SOQ-31806 Coordinator/examiner Language of instruction Ellis Hoffland English Learning Outcomes

More information

Doc No.:FAD17 (2224)C Draft INDIAN STANDARD IRRIGATION EQUIPMENT RAIN GUN SPRINKLER Specification PART 2 TEST METHOD FOR UNIFORMITY OF DISTRIBUTION

Doc No.:FAD17 (2224)C Draft INDIAN STANDARD IRRIGATION EQUIPMENT RAIN GUN SPRINKLER Specification PART 2 TEST METHOD FOR UNIFORMITY OF DISTRIBUTION Doc No.:FAD17 (2224)C Draft INDIAN STANDARD IRRIGATION EQUIPMENT RAIN GUN SPRINKLER Specification PART 2 TEST METHOD FOR UNIFORMITY OF DISTRIBUTION 1 SCOPE This draft (Part 2) specifies the conditions

More information

3- Hydropower. Energy conversion and hydropower principles

3- Hydropower. Energy conversion and hydropower principles 3- Hydropower The hydraulic power is one of the oldest energy sources of the mankind, namely for irrigation and industry. Nowadays, small hydro is one of the most valuable answers to the question of how

More information