Ipolera roads bores, bore completion report rn 16879,16880 & 16881.
Paul, R.
E-Publications; ebooks; PublicationNT; E-Books; Report No 78/96
1997
Made available via the Publications (Legal Deposit) Act 2004 (NT).
Date:1997
English
Report No 78/96
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https://hdl.handle.net/10070/228899
https://hdl.handle.net/10070/673599
Technical Report WRD96078 Viewed at 15:07:17 on 29/07/2010 Page 17 of 49. I I I I 0 I ~ en 10 I Cl) "--~ I ...J W > W ...J 20 I c: W fet I ~ (,!) Z CS 30 I z et f(J) I ~ 0 ...J W 40 CD I z ~ 0 Cl I ~ et a: 50 Cl I I 60 I I I I I 1\ " \I~ '\ i I I I ~POLERA RN 16881 DRAWDOWN - YIELD RELATIONSHIP I I ~ I 1\ I \ I \\, "\ \1\\ \ I 1 I I \ \ \ I , ~ Ye~l~ ~ 3~ DaJs\1 1 D Y , 1\ \ \ I I I I i\ , I 1\ \ \l I I I I I I 1 I tvail9.ble [ rawdown , 1\ \ I I I i\ I \1 \, i\ I I I I , I I I I ; I I 1 I , I I I I l \' I I \1 I ; I I I I I , , . I I I I , , , , o 0.2 OA 0.6 0.8 1 1.2 YIELD (L/sec) Date Tested 21/09/1996 i , I I I I I I 1 ! ! , I I lA These curves are based on a 25 hour pumping test at a discharge of 1.0 litre per second. They assume that hydrological conditions will not change for other pumping rates and periods. SWL (20/09/1996) 52.1 3 m btoc Figure 5