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008171117s1989    oncad  |o    f|0| 0 eng d
040 |aCaOODSP|beng
043 |an-cn---
0861 |aNH17-153/1989E-PDF
24500|aField evaluation of foundation drain response |h[electronic resource] / |cprepared by CH2M Engineering Ltd.
260 |a[Ottawa] : |bCanada Mortgage and Housing Corporation, |c1989.
300 |a1 v. : |bcharts, ill.
500 |a"1989 December."
500 |aDigitized edition from print produced 2015 [for Canada Mortgage and Housing Corporation].
504 |aIncludes bibliographic references.
5203 |a"A study was carried out in Edmonton during the summer of 1989 to monitor the response of foundation drain flows to simulated rainfall events. The simulated precipitation was based on 50-year return period design storms. The quantity of water applied was recorded and the foundation drain response was calculated based on sump pump running time records. The calculated response varied from 0.07 to 0.49 L/s over 19 simulations. Data collected in the field testing were input into a foundation drain response model previously developed by CH2M HILL. This report also discusses foundation drain design allowances, discharge alternatives, and sump capacity"--Abstract.
69207|2gccst|aTesting
69207|2gccst|aDrainage
7102 |aCH2M Hill Engineering Ltd.
7102 |aCanada Mortgage and Housing Corporation.
85640|qPDF|s1.42 MB|uhttps://publications.gc.ca/collections/collection_2017/schl-cmhc/nh17/NH17-153-1989-eng.pdf