| 000 | 00000nam 2200000za 4500 |
| 001 | 9.861847 |
| 003 | CaOODSP |
| 005 | 20241203113644 |
| 007 | cr ||||||||||| |
| 008 | 180912s1974 onc #ot f|0| 0 eng d |
| 040 | |aCaOODSP|beng |
| 043 | |an-cn--- |
| 086 | 1 |aEn36-503/79E-PDF |
| 100 | 1 |aSmith, A. G. |q(Adrian G.) |
| 245 | 10|aPeak flows by the slope-area method |h[electronic resource] / |cA. G. Smith. |
| 260 | |aOttawa : |bEnvironment Canada, |c1974. |
| 300 | |avii, |bfigures. |
| 490 | 1 |aTechnical bulletin - Inland Waters Directorate ; |vno. 79 |
| 500 | |aDigitized edition from print [produced by Environment and Climate Change Canada]. |
| 504 | |aIncludes bibliographic references. |
| 520 | 3 |a"Stream discharges are usually measured by the current meter method. During floods, however, it is frequently impossible or impractical to measure discharges by this means. Many peak discharges must be determined after the passage of the flood by indirect methods, such as the slope-area method"--Abstract. |
| 692 | 07|2gccst|aWater management |
| 710 | 1 |aCanada. |bEnvironment Canada. |
| 830 | #0|aTechnical bulletin (Canada. Inland Waters Directorate)|vno. 79.|w(CaOODSP)9.861123 |
| 856 | 40|qPDF|s1.64 MB|uhttps://publications.gc.ca/collections/collection_2018/eccc/en36-503/En36-503-79-eng.pdf |
| 986 | |aEn36-503/79 |