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Pipeflow analysis /
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Amsterdam ; New York :
Elsevier,
1984.
|
| Colección: | Developments in water science ;
19. |
| Temas: | |
| Acceso en línea: | Texto completo Texto completo |
MARC
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|---|---|---|---|
| 001 | SCIDIR_ocn316549688 | ||
| 003 | OCoLC | ||
| 005 | 20231117015220.0 | ||
| 006 | m o d | ||
| 007 | cr cn||||||||| | ||
| 008 | 090320s1984 ne a ob 001 0 eng d | ||
| 040 | |a OPELS |b eng |e pn |c OPELS |d N$T |d IDEBK |d E7B |d OCLCQ |d OPELS |d OCLCQ |d MERUC |d OCLCQ |d OCLCO |d OCLCQ |d OCLCF |d YDXCP |d OCLCQ |d DEBSZ |d S2H |d OCLCO |d OCLCQ |d OCLCO | ||
| 019 | |a 310982906 |a 646773757 | ||
| 020 | |a 9780444422835 | ||
| 020 | |a 0444422838 | ||
| 020 | |a 9780080870106 |q (electronic bk.) | ||
| 020 | |a 0080870104 |q (electronic bk.) | ||
| 035 | |a (OCoLC)316549688 |z (OCoLC)310982906 |z (OCoLC)646773757 | ||
| 050 | 4 | |a TC174 |b .S77 1984eb | |
| 072 | 7 | |a TEC |x 046000 |2 bisacsh | |
| 082 | 0 | 4 | |a 621.8/672 |2 22 |
| 082 | 0 | 4 | |a 532/.54 |2 22 |
| 100 | 1 | |a Stephenson, David, |d 1943- | |
| 245 | 1 | 0 | |a Pipeflow analysis / |c David Stephenson. |
| 260 | |a Amsterdam ; |a New York : |b Elsevier, |c 1984. | ||
| 300 | |a 1 online resource (ix, 204 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 490 | 1 | |a Developments in water science ; |v 19 | |
| 504 | |a Includes bibliographical references and index. | ||
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a Front Cover; Pipeflow Analysis; Copyright Page; Preface; Contents; CHAPTER 1. HYDRAULICS AND HEAD LOSS EQUATIONS; CHAPTER 2. ALTERNATIVE METHODS OF PIPE NETWORK FLOW ANALYSIS; CHAPTER 3. LOOP FLOW CORRECTION METHOD OF NETWORK ANALYSIS; CHAPTER 4. LINEAR METHOD; CHAPTER 5. OPTIMUM DESIGN OF BRANCHED PIPE NETWORKS BY LINEAR PROGRAMMING; CHAPTER 6. DYNAMIC AND NON-LINEAR PROGRAMMING FOR LOOPED NETWORKS; CHAPTER 7. CONTINUOUS SIMULATION; CHAPTER 8. UNSTEADY FLOW ANALYSIS BY RIGID COLUMN METHOD; CHAPTER 9. WATER HAMMER THEORY; CHAPTER 10. BOUNDARY CONDITIONS IN WATER HAMMER. | |
| 650 | 0 | |a Water-pipes |x Hydrodynamics |x Data processing. | |
| 650 | 0 | |a Water-pipes |x Hydrodynamics |x Mathematical models. | |
| 650 | 6 | |a Tuyaux d'eau |0 (CaQQLa)201-0080435 |x Hydrodynamique |0 (CaQQLa)201-0080435 |x Informatique. |0 (CaQQLa)201-0380011 | |
| 650 | 6 | |a Tuyaux d'eau |0 (CaQQLa)201-0080435 |x Hydrodynamique |0 (CaQQLa)201-0080435 |x Mod�eles math�ematiques. |0 (CaQQLa)201-0379082 | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Machinery. |2 bisacsh | |
| 650 | 7 | |a Water-pipes |x Hydrodynamics |x Data processing |2 fast |0 (OCoLC)fst01172303 | |
| 650 | 7 | |a Water-pipes |x Hydrodynamics |x Mathematical models |2 fast |0 (OCoLC)fst01172304 | |
| 653 | |a Flow in pipe networks |a Analysis | ||
| 776 | 0 | 8 | |i Print version: |a Stephenson, David, 1943- |t Pipeflow analysis. |d Amsterdam ; New York : Elsevier, 1984 |z 0444422838 |z 9780444422835 |w (DLC) 83027477 |w (OCoLC)10324999 |
| 830 | 0 | |a Developments in water science ; |v 19. | |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780444422835 |z Texto completo |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/bookseries/01675648/19 |z Texto completo |