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• 11. [Image] Water Flow in the Negev Riverbeds

  	Citation × Citation Citation Abstract Copy Title: Water Flow in the Negev Riverbeds Author: Ben-Zvi, Arie Year: 1980 Title: Water Flow in the Negev Riverbeds Author: Ben-Zvi, Arie Year: 1980 Close

• 12. [Image] Study of modelling the ground water flow in the Nile Delta using the Electrical Analog method

  	Citation × Citation Citation Abstract Copy Title: Study of modelling the ground water flow in the Nile Delta using the Electrical Analog method Year: 1970 Title: Study of modelling the ground water flow in the Nile Delta using the Electrical Analog method Year: 1970 Close

• 13. [Image] Lebanese Water Flows to Israel

  	Citation × Citation Citation Abstract Copy Title: Lebanese Water Flows to Israel Year: 1986 Title: Lebanese Water Flows to Israel Year: 1986 Close

• 14. [Image] The main business district (the "loop"), Chicago

  	Looking north, from 20th Street to beyond Randolph Street. The Chicago Drainage Canal, its source in Lake Michigan and its north and south branches are well shown. Water flows from Lake Michigan through ...
  	Citation × Citation Citation Abstract Copy Title: The main business district (the "loop"), Chicago Looking north, from 20th Street to beyond Randolph Street. The Chicago Drainage Canal, its source in Lake Michigan and its north and south branches are well shown. Water flows from Lake Michigan through the south branch of this canal into the Mississsippi River, and ultimately into the Gulf of Mexico. Title: The main business district (the "loop"), Chicago Looking north, from 20th Street to beyond Randolph Street. The Chicago Drainage Canal, its source in Lake Michigan and its north and south branches are well shown. Water flows from Lake Michigan through the south branch of this canal into the Mississsippi River, and ultimately into the Gulf of Mexico. Close

• 15. [Image] 500 ft. below great north glacier in early P.M. when water flows heavier - Cascade N. F.

  	Some of the glacial streams have dry channels in the early morning but as the ice begins to melt the stream grows until by evening it is a regular torrent. The glacier can be seen in the background.
  	Citation × Citation Citation Abstract Copy Title: 500 ft. below great north glacier in early P.M. when water flows heavier - Cascade N. F. Some of the glacial streams have dry channels in the early morning but as the ice begins to melt the stream grows until by evening it is a regular torrent. The glacier can be seen in the background. Title: 500 ft. below great north glacier in early P.M. when water flows heavier - Cascade N. F. Some of the glacial streams have dry channels in the early morning but as the ice begins to melt the stream grows until by evening it is a regular torrent. The glacier can be seen in the background. Close

• 16. [Image] Canyon near mouth of Klickitat River

  	The water flow is about 782 feet per second
  	Citation × Citation Citation Abstract Copy Title: Canyon near mouth of Klickitat River Year: 1938 The water flow is about 782 feet per second Title: Canyon near mouth of Klickitat River Year: 1938 The water flow is about 782 feet per second Close

• 17. [Image] Kl. Str. Drain Enl., Phase II, Specs. 200C-954 - RHC Constr., Inc., Contractor

  	P12-201-4540NA Klamath Project, OR-CA. Plant E Outlet Transition Bridge -- Water flowing from base of the left retaining wall at Plant E. Flow was a by-product of jetting operations for Plant E west ...
  	Citation × Citation Citation Abstract Copy Title: Kl. Str. Drain Enl., Phase II, Specs. 200C-954 - RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Hamilton, R.J. Year: 1978, 2009, 2007 P12-201-4540NA Klamath Project, OR-CA. Plant E Outlet Transition Bridge -- Water flowing from base of the left retaining wall at Plant E. Flow was a by-product of jetting operations for Plant E west bridge abutment piles; March 20, 1978; USBR photo by R.J. Hamilton Title: Kl. Str. Drain Enl., Phase II, Specs. 200C-954 - RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Hamilton, R.J. Year: 1978, 2009, 2007 P12-201-4540NA Klamath Project, OR-CA. Plant E Outlet Transition Bridge -- Water flowing from base of the left retaining wall at Plant E. Flow was a by-product of jetting operations for Plant E west bridge abutment piles; March 20, 1978; USBR photo by R.J. Hamilton Close

• 18. [Image] Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor

  	P12-201-4441 NA Klamath Project, OR-CA. Center Canal Flume--View of outlet transition south wall after corntractor forces stopped source of water flow. Visquene was laid next to the outlet transition ...
  	Citation × Citation Citation Abstract Copy Title: Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1977, 2009, 2007 P12-201-4441 NA Klamath Project, OR-CA. Center Canal Flume--View of outlet transition south wall after corntractor forces stopped source of water flow. Visquene was laid next to the outlet transition cutoff wall and backfilled. The leak was caused by high water running around the edge of the cutoff wall into the void where compacted backfill shrank away from the flume wall. The water, as it piped, cut deeper into the backfill; August 19, 1977; USBR photo by D.J. Kline Title: Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1977, 2009, 2007 P12-201-4441 NA Klamath Project, OR-CA. Center Canal Flume--View of outlet transition south wall after corntractor forces stopped source of water flow. Visquene was laid next to the outlet transition cutoff wall and backfilled. The leak was caused by high water running around the edge of the cutoff wall into the void where compacted backfill shrank away from the flume wall. The water, as it piped, cut deeper into the backfill; August 19, 1977; USBR photo by D.J. Kline Close

• 19. [Image] CLEAR LAKE- Ground Fracture - Southwest Shore, Section 16, T. 46 N., R. 7 E., M.D.M. - D. E.

  	KP-2502-R2- Klamath Project- CLEAR LAKE- Ground Fracture - Southwest Shore, Section 16, T. 46 N., R. 7 E., M.D.M. - D. E. Close-up of the water inlet to the fracture showing how the water flows to the ...
  	Citation × Citation Citation Abstract Copy Title: CLEAR LAKE- Ground Fracture - Southwest Shore, Section 16, T. 46 N., R. 7 E., M.D.M. - D. E. Author: United States. Bureau of Reclamation, [Bunger, D.E.?] Year: 1959, 2008, 2006 KP-2502-R2- Klamath Project- CLEAR LAKE- Ground Fracture - Southwest Shore, Section 16, T. 46 N., R. 7 E., M.D.M. - D. E. Close-up of the water inlet to the fracture showing how the water flows to the south; September 28, 1959 Title: CLEAR LAKE- Ground Fracture - Southwest Shore, Section 16, T. 46 N., R. 7 E., M.D.M. - D. E. Author: United States. Bureau of Reclamation, [Bunger, D.E.?] Year: 1959, 2008, 2006 KP-2502-R2- Klamath Project- CLEAR LAKE- Ground Fracture - Southwest Shore, Section 16, T. 46 N., R. 7 E., M.D.M. - D. E. Close-up of the water inlet to the fracture showing how the water flows to the south; September 28, 1959 Close

• 20. [Image] Kl. Str. Drain Enl., Phase II, Specs. 200C-954 - RHC Constr., Inc., Contractor

  	P12-201-4568NA Klamath Project, OR-CA. Ady Canal -- Siphon hydrostatic test -- Plant FF. Water in CMP was held at head of 10" using 192 GMP Homelite pump regulated by means of valve on downstream side ...
  	Citation × Citation Citation Abstract Copy Title: Kl. Str. Drain Enl., Phase II, Specs. 200C-954 - RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1978, 2009, 2007 P12-201-4568NA Klamath Project, OR-CA. Ady Canal -- Siphon hydrostatic test -- Plant FF. Water in CMP was held at head of 10" using 192 GMP Homelite pump regulated by means of valve on downstream side of a Tokheim water flow meter; April 6, 1978; USBR photo by D.J. Kline Title: Kl. Str. Drain Enl., Phase II, Specs. 200C-954 - RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1978, 2009, 2007 P12-201-4568NA Klamath Project, OR-CA. Ady Canal -- Siphon hydrostatic test -- Plant FF. Water in CMP was held at head of 10" using 192 GMP Homelite pump regulated by means of valve on downstream side of a Tokheim water flow meter; April 6, 1978; USBR photo by D.J. Kline Close