Model-based design of water distribution and sewage systems:
Gespeichert in:
1. Verfasser: | |
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Format: | Buch |
Sprache: | English |
Veröffentlicht: |
Chichester u.a.
Wiley
1986
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Schriftenreihe: | A Wiley-Interscience publication
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Schlagworte: | |
Online-Zugang: | Inhaltsverzeichnis |
Beschreibung: | X, 191 S. graph. Darst. |
ISBN: | 0471908770 |
Internformat
MARC
LEADER | 00000nam a2200000 c 4500 | ||
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001 | BV011746170 | ||
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020 | |a 0471908770 |9 0-471-90877-0 | ||
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100 | 1 | |a Orth, Hermann M. |e Verfasser |4 aut | |
245 | 1 | 0 | |a Model-based design of water distribution and sewage systems |c Hermann M. Orth |
264 | 1 | |a Chichester u.a. |b Wiley |c 1986 | |
300 | |a X, 191 S. |b graph. Darst. | ||
336 | |b txt |2 rdacontent | ||
337 | |b n |2 rdamedia | ||
338 | |b nc |2 rdacarrier | ||
490 | 0 | |a A Wiley-Interscience publication | |
650 | 4 | |a Water distribution systems - Design - Models | |
650 | 4 | |a Sewage disposal plants |x Design and construction | |
650 | 4 | |a Water |x Distribution | |
856 | 4 | 2 | |m HEBIS Datenaustausch Darmstadt |q application/pdf |u http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=007925140&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |3 Inhaltsverzeichnis |
999 | |a oai:aleph.bib-bvb.de:BVB01-007925140 |
Datensatz im Suchindex
_version_ | 1804126288478208000 |
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adam_text | TECHNISCHE HCCHSCHULE DSRRN F TEAI W A . R . _ BIBLIOTHEK 6100 DARM -
BIO!OTI STADT, PEIERSER.STRABE 13 MODEL-BASED DESIGN OF WATER
DISTRIBUTION AND SEWAGE SYSTEMS HERMANN M. ORTH ASIAN INSTITUTE OF
TECHNOLOGY BANGKOK, THAILAND A WILEY-INTERSCIENCE PUBLICATION JOHN WILEY
& SONS CHICHESTER * NEW YORK * BRISBANE * TORONTO * SINGAPORE CONTENTS 1
THE CONCEPT OF MODEL-BASED DESIGN 1.1 STRUCTURE OF CONVENTIONAL AND
MODEL-BASED DESIGN CALCULUS 1 1.2 EXAMPLE OF A CONVENTIONAL AND
MODEL-BASED DESIGN CALCULUS 2 1.3 PROSPECTS FOR PRACTICE AND RESEARCH 5
1.4 OBJECTIONS AND DISADVANTAGES 6 1.5 SOME DEVELOPMENTS AND BASIC
PROBLEMS 8 2 HYDRAULIC FUNDAMENTALS OF DESIGN MODELS 2.1 FUNDAMENTALS OF
PIPE AND OPEN CHANNEL FLOW . . . 12 2.1.1 DEFINITIONS AND BASIC DESIGN
CONSIDERATIONS . . 12 2.1.2 EQUATION OF CONTINUITY 14 2.1.3 ENERGY
EQUATION 14 2.2 FLOW EQUATIONS 16 2.2.1 DARCY-WEISBACH EQUATION 16 2.2.2
PRANDTL-COLEBROOK EQUATION 16 2.2.3 EMPIRICAL FLOW EQUATIONS 18 2.3
SEWERS FLOWING PARTLY FULL 21 2.4 SPECIAL ASPECTS OF HYDRAULICS AND
DESIGN MODELS . . . 24 2.4.1 FORM OF FLOW EQUATIONS 24 2.4.2 DESIGN
PROBLEMS WITH A FIXED FLOW RATE . . . 26 2.4.3 ALTERNATIVE FLOW
EQUATIONS OR HYDRAULIC MODELS . 27 2.4.4 STATIC HEAD AND TOTAL DYNAMIC
HEAD OF PUMPING STATIONS 28 2.4.5 EQUIVALENT PIPE DIAMETER 29 3
FUNDAMENTALS OF OPERATIONS RESEARCH 3.1 INTRODUCTION TO OPTIMIZATION
MODELS 31 3.1.1 STRUCTURE OF OPTIMIZATION PROBLEMS . . . . 31 3.1.2
CLASSIFICATION OF OPTIMIZATION PROBLEMS . . . 32 3.2 CONVEX AND CONCAVE
FUNCTIONS 35 3.2.1 DEFINITIONS AND BASIC PROPERTIES 35 3.2.2 SOME BASIC
FUNCTIONS OF DESIGN MODELS . . . 37 3.3 CONVEX AND NON-CONVEX SETS 39
VNI 3.4 CONVEX AND NON-CONVEX OPTIMIZATION PROBLEMS . . . 42 3.5
PROBLEMS WITH INTEGER^ VARIABLES 44 3.6 LINEAR PROGRAMMING PROBLEMS 45
3.7 NON-LINEAR CONVEX OPTIMIZATION PROBLEMS . . . . 47 3.8 DYNAMIC
PROGRAMMING 47 3.8.1 QUALITIES OF DYNAMIC PROGRAMMING . . . . 47 3.8.2
PROTOTYPE EXAMPLE 48 3.8.3 CHARACTERISTICS OF DYNAMIC PROGRAMMING . . .
49 3.8.4 SOLVING DYNAMIC PROGRAMMING PROBLEMS . . . 51 3.8.5 REVERSE
DIRECTION OF THE SOLUTION PROCEDURE . . 53 3.8.6 BRANCHING DYNAMIC
SYSTEMS 54 3.9 NETWORK ANALYSIS 56 3.9.1 SHORTEST PATH THROUGH NETWORKS
56 3.9.2 MINIMAL SPANNING TREE OF NETWORKS . . . . 57 3.10 FIXED-CHARGE
NETWORK FLOW PROBLEMS 58 3.10.1 A BRANCH-AND-BOUND ALGORITHM 58 3.10.2
EXAMPLE 61 4 ECONOMIC FUNDAMENTALS OF DESIGN MODELS 4.1 GENERAL
PRINCIPLES 65 4.1.1 OBJECTIVES OF ENGINEERING ECONOMY . . . . 65 4.1.2
ASSESSMENT CRITERIA IN ECONOMIC AND FINANCIAL ANALYSES 66 4.1.3 COST
CATEGORIES FOR THE ASSESSMENT OF PROJECTS . . 67 4.2 COST ESTIMATES 68
4.2.1 GENERAL BREAKDOWN OF COST 68 4.2.2 COST ESTIMATES FOR PRELIMINARY
DESIGN AND DESIGN MODELS 70 4.3 DISCOUNTING AND ACCUMULATING PAYMENTS 75
4.3.1 INTEREST 75 4.3.2 INFLATION 75 4.3.3 PRESENT VALUE FORMULAE FOR
CONSTRUCTION AND OPERATION COST 76 4.4 ALTERNATIVE TERMS OF COST
MEASUREMENT FOR DESIGN MODELS 80 5 COMPARISON OF ALTERNATIVE TRUNK SEWER
DESIGNS 5.1 THE BASIC PROBLEM AND THE SOLUTION PROCEDURE . . . 83 5.2
GENERALIZATION OF THE BASIC PROBLEM 85 5.3 EXAMPLES . 87 6 DESIGN OF
WASTEWATER COLLECTION SYSTEMS 6.1 BASIC PROPERTIES AND MODEL
FORMULATIONS 93 6.1.1 DESIGN CRITERIA AND CONSTRAINTS 93 6.1.2 BASIC
TERMS AND EQUATIONS FOR THE DYNAMIC PROGRAMMING MODEL 94 IX 6.1.3 THE
COST-SLOPE RELATIONSHIP OF SEWERS . . . 97 6.2 QUANTIFICATION OF MODEL
VARIABLES 98 6.2.1 SELECTION OF CANDIDATE PIPE SIZES FOR A SEWER SECTION
98 6.2.2 QUANTIFICATION OF SEWER LEVELS 99 6.2.3 QUANTIFICATION OF
OUTLET LEVELS AT JUNCTIONS . . 102 6.2.4 QUANTIFICATION OF OUTLET LEVELS
OF PUMPING STATIONS AND PRESSURE PIPES 104 6.2.5 QUANTIFICATION OF
OUTLET LEVELS OF SPECIAL STRUCTURES 105 6.2.6 QUANTIFICATION OF THE
OBJECTIVE FUNCTION . . . 107 6.3 SPECIAL ASPECTS AND EXTENSIONS 108
6.3.1 METHODS FOR REDUCING COMPUTATIONAL REQUIREMENTS 108 6.3.2
INCREMENTAL DYNAMIC PROGRAMMING . . . . 112 6.3.3 MULTIDIMENSIONAL STATE
VARIABLES 113 6.4 CASE STUDY 115 7 DESIGN OF WASTEWATER MANAGEMENT
SYSTEMS 7.1 THE BASIC WASTEWATER MANAGEMENT PROBLEM . . . . 120 7.1.1
OBJECTIVE AND SCOPE 120 7.1.2 MATHEMATICAL FORMULATION OF THE BASIC
MODEL . . 121 7.1.3 MATHEMATICAL PROPERTIES OF THE MODEL . . . . 124 7.2
SOLVING THE WASTEWATER MANAGEMENT PROBLEM . . . . 125 7.2.1 FIXED-CHARGE
APPROXIMATION OF THE OBJECTIVE FUNCTION 125 7.2.2 THE NETWORK FLOW
APPROACH 127 7.2.3 EXPLICIT ENUMERATION AND BINARY OPTIMIZATION . . 129
7.2.4 OBJECTIVES AND ADVANTAGES OF DECOMPOSITION . . 129 7.2.5 EXCLUSIVE
DECOMPOSITION 130 7.2.6 DYNAMIC DECOMPOSITION 131 7.3 EXTENSIONS OF THE
BASIC MODEL 133 7.3.1 VARIOUS DESIGN PARAMETERS 134 7.3.2 SPECIAL
STRUCTURES 135 7.3.3 WATER QUALITY CONSTRAINTS 136 7.4 CASE STUDY 137
7.4.1 WASTEWATER MANAGEMENT OBJECTIVE AND PLANNING AREA 137 7.4.2 THE
OPTIMIZATION APPROACH 139 8 DESIGN OF WATER DISTRIBUTION SYSTEMS 8.1
BASIC PROPERTIES AND MODEL FORMULATIONS 147 8.1.1 DEFINITIONS 147 8.1.2
DESIGN CRITERIA AND CONSTRAINTS 149 8.1.3 PROPERTIES OF THE BASIC
PROBLEM 151 8.1.4 THE PRINCIPLE OF CANDIDATE DIAMETERS FOR A LINK 152
8.1.5 THE COST-HEAD LOSS RELATIONSHIP OF LINKS . . 154 8.2 BRANCHED
WATER DISTRIBUTION SYSTEMS 157 8.3 LOOPED WATER DISTRIBUTION SYSTEMS 159
8.3.1 THE BASIC MODEL/ 159 8.3.2 DETERMINATION OF THE FLOW DISTRIBUTION
. . . 160 8.4 SPECIAL PROBLEMS 164 8.4.1 ADJUSTMENT OF SECTION LENGTHS
164 8.4.2 INFEASIBLE PROBLEMS - . 165 8.5 EXTENSIONS OF THE BASIC MODEL
167 8.5.1 PUMPING STATIONS 167 8.5.2 MULTIPLE SOURCES 169 8.5.3 MULTIPLE
DESIGN STATES 170 8.5.4 STAGED CONSTRUCTION 172 8.6 CASE STUDY 173 8.6.1
PROJECT AREA, OBJECTIVES AND DESIGN CRITERIA . . 173 8.6.2 ESTABLISHING
THE DESIGN MODEL 176 8.6.3 RESULTS AND DISCUSSION 183 INDEX 186
|
any_adam_object | 1 |
author | Orth, Hermann M. |
author_facet | Orth, Hermann M. |
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author_sort | Orth, Hermann M. |
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ctrlnum | (OCoLC)12286156 (DE-599)BVBBV011746170 |
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dewey-ones | 628 - Sanitary engineering |
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dewey-tens | 620 - Engineering and allied operations |
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id | DE-604.BV011746170 |
illustrated | Illustrated |
indexdate | 2024-07-09T18:15:04Z |
institution | BVB |
isbn | 0471908770 |
language | English |
oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-007925140 |
oclc_num | 12286156 |
open_access_boolean | |
owner | DE-91 DE-BY-TUM DE-83 |
owner_facet | DE-91 DE-BY-TUM DE-83 |
physical | X, 191 S. graph. Darst. |
publishDate | 1986 |
publishDateSearch | 1986 |
publishDateSort | 1986 |
publisher | Wiley |
record_format | marc |
series2 | A Wiley-Interscience publication |
spelling | Orth, Hermann M. Verfasser aut Model-based design of water distribution and sewage systems Hermann M. Orth Chichester u.a. Wiley 1986 X, 191 S. graph. Darst. txt rdacontent n rdamedia nc rdacarrier A Wiley-Interscience publication Water distribution systems - Design - Models Sewage disposal plants Design and construction Water Distribution HEBIS Datenaustausch Darmstadt application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=007925140&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
spellingShingle | Orth, Hermann M. Model-based design of water distribution and sewage systems Water distribution systems - Design - Models Sewage disposal plants Design and construction Water Distribution |
title | Model-based design of water distribution and sewage systems |
title_auth | Model-based design of water distribution and sewage systems |
title_exact_search | Model-based design of water distribution and sewage systems |
title_full | Model-based design of water distribution and sewage systems Hermann M. Orth |
title_fullStr | Model-based design of water distribution and sewage systems Hermann M. Orth |
title_full_unstemmed | Model-based design of water distribution and sewage systems Hermann M. Orth |
title_short | Model-based design of water distribution and sewage systems |
title_sort | model based design of water distribution and sewage systems |
topic | Water distribution systems - Design - Models Sewage disposal plants Design and construction Water Distribution |
topic_facet | Water distribution systems - Design - Models Sewage disposal plants Design and construction Water Distribution |
url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=007925140&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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