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| 041 |
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|a eng
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| 082 |
0 |
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|a 628.2
|b O31
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| 100 |
0 |
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|a Ogden, H. N.
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| 245 |
0 |
0 |
|a Sewer Design /
|c H. N. Ogden.
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| 250 |
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|a 2a ed.
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| 260 |
|
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|a New York :
|b John Wiley,
|c 1913
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| 300 |
|
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|a xii, 248 p. ;
|b Il.
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| 650 |
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|a DESAGUES CLOACALES
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| 592 |
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|a General Considerations
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| 592 |
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|a Preparatory maps and Data
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| 592 |
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|a Excessive rains
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| 592 |
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|a Proportion Reaching The Sewers
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| 592 |
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|a Relation of Density to Percentage
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| 592 |
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|a Mathematical Formule
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| 592 |
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|a Estimating Future Population
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| 592 |
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|a Amount of Sewage per Capita
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| 592 |
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|a Ground Water Reaching Sewers
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| 592 |
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|a Grades and self Cleansing Velocities
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| 592 |
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|a Development of Formule for Flow
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| 592 |
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|a Sewer Diagrams
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| 592 |
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|a Use of Diagrams
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| 592 |
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|a Sewer Plans
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| 592 |
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|a Sewer Cross-Sections
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| 592 |
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|a Flushing
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| 592 |
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|a Use of Tanks
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| 991 |
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|a No asignado
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| 992 |
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|a 07/09/2009
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| 942 |
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|c BK
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| 999 |
|
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|c 94667
|d 94667
|
| 952 |
|
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|0 0
|1 0
|4 0
|6 628_200000000000000_O31
|7 0
|8 CG
|9 171423
|a 15
|b 15
|c CG
|d 2012-08-15
|i 15004589
|o 628.2 O31
|p 15004589
|r 2012-08-15
|t 1
|w 2012-08-15
|y BK
|