project case wai the chancza water reservoir...

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Project Case Poland, 2016 – The Chańcza Water Reservoir gds geo drilling solutions ab Photo: https://commons.wikimedia.org Cross-sectional view of the reservoir Project scope • Drilling drainage holes to prevent water filtration from eroding the body of the Chańcza reservoir • Number of holes: 307 • Depth/inclination: Up to 52 m (171 ft.)/vertical • Scope of drilling/total meters: 10 632 m (34 882 ft.) • Why water-propelled drilling? A high rate of penetration (ROP) and precision drilling was needed. After drilling to the projected depth, casing was used for cementation of individual zones. Equipment & geology • Hammer model/sizes: WAI 40i • Drill bit/Casing system: Super Max bit Ø152 (6’’) • Pump: Halliburton HT400 and T10 • Water source: From the Chańcza water reservoir • Drill rig: Two KLEMM 806 • Geologic formation: Different layers of grain sands, limestone and sandstone; each hole ended in solid sandstone. Main stakeholders • Commissioner: RZGW Kraków • Designing engineer: STAAND • Main contractor: SOLEY Sp. z o. o. Project & drilling results The earth barrier was sealed off and the length of the path of it was extended.

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Project Case Poland, 2016– The Chańcza Water Reservoir

gds geo drilling solutions ab

Photo:https://commons.wikimedia.org

Cross-sectional view of the reservoir

Project scope• Drilling drainage holes toprevent water filtration fromeroding the body of theChańcza reservoir

• Number of holes: 307• Depth/inclination: Up to 52 m(171 ft.)/vertical

• Scope of drilling/total meters:10 632 m (34 882 ft.)

• Why water-propelled drilling? A high rate of penetration (ROP) andprecision drilling was needed. After drilling to the projected depth,casing was used for cementation of individual zones.

Equipment & geology• Hammer model/sizes: WAI 40i• Drill bit/Casing system: Super Max bit Ø152 (6’’)• Pump: Halliburton HT400 and T10• Water source: From the Chańcza water reservoir• Drill rig: Two KLEMM 806• Geologic formation: Different layers of grain sands, limestoneand sandstone; each hole ended in solid sandstone.

Mainstakeholders• Commissioner: RZGW Kraków• Designing engineer: STAAND• Main contractor: SOLEY Sp. z o. o.

Project & drilling resultsThe earth barrier was sealed off andthe length of the path of it was extended.