f i 
At the Warren Bore the total flow is approximately 
1,000,000 gallons per diem. The first flow was struck at 
463 feet and amounted to 500,000 gallons per diem, being 
derived from a bed of sandstone and conglomerate 12 feet 
thick. At 601 feet the flow was increased from a bed 
of sandstone 15 feet thick. At 680 feet a further increase 
in the flow was obtained from a bed of sandstone 20 feet 
thick, while at 720 feet another bed of sandstone 95 feet 
thick was penctrated in which the flow reached a total of 
1,000,000 gallons per diem. The intervening strata between 
the water-bearing horizons consisted of shales. Total 142 
feet of porous strata. Bore bottomed on bed rock. 
Carinda Bore between Walgett and Warren, 1,000,000 
gallons per diem. First flow obtained at 1,290 feet from 15 
feet bed of sandstone, at 1,550 feet a further flow from a 
10 feet thick sandstone. At 1,626 feet a 10 feet bed of 
porous sandstone, and 1,660 feet a 7 feet bed. Bore dis- 
continued in shales (minimum thickness of porous beds 
42 feet). Not bottomed on bed rock. 
CXXVI. IRRIGATION GEOLOGICALLY CONSIDERED. 
Kenmore Bore, north of Yantabulla, 2,050,000 gallons. 
First flow 1,267 feet from sandstone bed 24 feet thick. 
Second flow 1,343 to 1,500 feet = 157 feet. Total thick- 
ness of porous beds about 160 feet. Bottom hard rock. 
Mooramina Bore, between Narren Lake and Walgett, 
1,069,920 gallons. At 1,740 feet from sandstone 53 feet 
thick; at 1,956 feet increased flow from sandstone 62 feet 
thick ; and at 2,110 feet another flow from stratum called 
“coarse sand drift,’’ 17 feet thick ; and at 2,250 feet, flow 
was increased, and at 2,271 feet 9 inches flow attained its 
maximum, but water stratum not cut through. Not 
bottomed. Therefore minimum of porous beds 154 feet. 
Tulloona Bore, east of Dolgelly, north of Moree. First 
flow at 2,910 feet from bed of sandstone, 22 feet thick ; 
second flow at 3,012 feet ? 20 feet sandstone; third flow 
