| LDR | 01189cam a2200277Ii 4500 | ||
| 001 | 102560573 | ||
| 003 | MiAaHDL | ||
| 005 | 20190211000000.0 | ||
| 006 | m d | ||
| 007 | cr bn ---auaua | ||
| 008 | 791119s1977 kyua b 000 0 eng d | ||
| 035 | ⊔ | ⊔ | ‡asdr-uiuc6284128 |
| 035 | ⊔ | ⊔ | ‡a(UIUdb)6284128 |
| 035 | ⊔ | ⊔ | ‡a(OCoLC)5713247 |
| 040 | ⊔ | ⊔ | ‡aGIS ‡cGIS ‡dOCLCQ ‡dOCLCG |
| 049 | ⊔ | ⊔ | ‡aUIUU |
| 050 | ⊔ | 4 | ‡aHD1694.K4 ‡bK3 no. 104 |
| 100 | 1 | ⊔ | ‡aMynear, Douglas Keith, ‡d1953- |
| 245 | 1 | 0 | ‡aOptimal systems of storm water detention basins in urban areas / ‡cby D.K. Mynear, C.T. Haan. |
| 260 | ⊔ | ⊔ | ‡aLexington : ‡bUniversity of Kentucky, Water Resources Research Institute, ‡c1977. |
| 300 | ⊔ | ⊔ | ‡a76 p. : ‡bill. ; ‡c28 cm. |
| 490 | 0 | ⊔ | ‡aResearch report - University of Kentucky, Water Resources Research Institute ; ‡vno. 104 |
| 504 | ⊔ | ⊔ | ‡aIncludes bibliographical references (p. 74-76). |
| 538 | ⊔ | ⊔ | ‡aMode of access: Internet. |
| 650 | ⊔ | 0 | ‡aRunoff ‡xMathematical models. |
| 650 | ⊔ | 0 | ‡aUrban runoff ‡xMathematical models. |
| 700 | 1 | ⊔ | ‡aHaan, C. T. ‡q(Charles Thomas), ‡d1941- |
| CID | ⊔ | ⊔ | ‡a102560573 |
| DAT | 0 | ⊔ | ‡a20100830171026.0 ‡b20190211000000.0 |
| DAT | 1 | ⊔ | ‡a20190213090653.0 ‡b2024-06-03T18:10:24Z |
| DAT | 2 | ⊔ | ‡a2024-06-03T17:30:02Z |
| CAT | ⊔ | ⊔ | ‡aSDR-UIUC ‡dUNKNOWN ‡lprepare.pl-004-008 |
| FMT | ⊔ | ⊔ | ‡aBK |
| HOL | ⊔ | ⊔ | ‡0sdr-uiuc6284128 ‡auiug ‡bSDR ‡cUIUC ‡puiug.30112113047275 ‡sUIU ‡16284128 |
| 974 | ⊔ | ⊔ | ‡bUIU ‡cUIUC ‡d20240603 ‡sgoogle ‡uuiug.30112113047275 ‡y1977 ‡ric ‡qbib ‡tUS bib date1 >= 1929 |