REFORM GBRA
HISTORICAL PHOTOGRAPHS AND DESCRIPTIVE INFORMATION OF THE GUADALUPE VALLEY HYDROELECTRIC SYSTEM
Dunlap (TP-l) Hydroelectric Powerplant is about 2 miles below Tp·1 Dam (Lake Dunlap) on the Guadalupe Aiver and 7 miles northwest of Seguin, Guadalupe County.
The project is one of six hydroelectric powerplants that are owned and operated by the Guadalupe-Blanco River Authority on the Guadalupe River. These powerplants are Dunlap (TP-l), McOueeney (TP-3), Seguin (TP·41, Nolte (TP·5), H-4 Dam, and H·5 Dam.
The powerplants were authorized by the following water rights from the State Board of Water Engineers: Permit No. 21 (Application No. 21), dated July 25, 1914, which granted an appropriation not to exceed 1,300 cfs, continuously, from the Guadalupe River, for the purpose of hydroelectric power development, to the Guadalupe Water Power Company (now owned by the Guadalupe-Blanco River Authority); and Permit No. 1096 (Application No. 1163), dated June 12, 1929, which granted an appropriation not to exceed 941,200 acre·feet of water per annum for power development purposes to the Hunt Development Company (now owned by the Guadalupe-Blanco River Authority). Construction of TP-l Dam began in 1927 and was completed in 1928, with impoundment of water and generation of power beginning at that time.
The output from this and the other five plants is sold to Central Power and Light Company and delivered through necessary switches and transformers to the high voltage transmission system supplying power to the area. At the end of December 1967, this plant was in the process of conversion to complete automatic opera· tion. The control center and necessary equipment are located in the office building of the Guadalupe-Blanco River Authority in Seguin.
Two 1,800 kw generating units at Dunlap (TP.1) Hydroelectric Powerplant provide a total generating capacity of 3,600 kw. Each of the two vertical generators is a 1,800 kw, 3 phase, 60 cycle, 2,400 volt, 180 rpm unit with a direct connected exciter. The generators and control equipment were furnished by the General Electric Company.
Each of the two vertical turbines is a James Leffel and Company, 180 rpm, Francis type, with a capacity of 2,800 hp at 46.0·foot head. At this plant, each turbine is installed in an open wheelpit equipped with trashracks and headgates. Water discharged from the Dunlap Hydroelectric Powerplant is subsequently used by downstream plants, each plant storing water during low-flow periods for use during the time of peak power requirements. Maximum water discharge per unit at full load is 625 cfs.
An intake structure at the dam controls flow to the 2-mile long diversion canal to the powerhouse. Additional powcrhead is gained by the use of this canal. Forebay water level is at elevation 573 feet above msl. Tailwater elevation is 527 feet above msl. Gross head for the turbine is 46 feet. One-foot high flashboards provide additional head. The Dunlap powerplant was a run-of-river plant until June 16, 1964, when storage began in Canyon Reservoir near New Braunfels. After that date, the flow of the river was partly regulated by releases from Canyon Reservoir. Water releases from Lake Dunlap are oontrolled by the operation of the turbines while generating power, and by spillway gates.
McQueeney (TP·3) Hydroelectric Powerplant is at Abbott Dam (Lake McQueeney) on the Guadalupe River 5 miles northwest of Seguin, Guadalupe County. Ownership and History of Development
The project is one of six hydroelectric powerplants being operated by the Guadalupe-Blanco River Authority on the Guadalupe River. These powerplants are Dunlap (TP-1J, McQueeney (TP-3I, Seguin ITP-4I, Nolte ITP-5). H-4 Dam. and H-5 Dam
The powerplants were authorized by the following water rights from the State Board of Water Engineers: Permit No_ 21 (Application No. 211, dated July 25, 1914, which granted to the Guadalupe Water Power Company (now owned by the Guadalupe-Blanco River Authority) an appropriation not to exceed 1,300 cfs, continuously, from the Guadalupe River, for the purpose of hydroelectric power development; and Permit No 1096 (Application No 11631. dated June 12, 1929. which granted to the Hunt Development Company (now owned by the Guadalupe-Blanco River Authority) an appropriation not to exceed 941,200 acre-feet of water per annum for power development purposes.
Construction of Abbott Dam began in 1927 and was completed in 1928, with impoundment of water and beginning of power generation occurring at that time. The output from this and the other five plants is sold to Central Power and Light Company and delivered through necessary switches and transformers to the high voltage transmission system supplying power to the area.
At the end of December 1967, this plant was in the process of conversion to complete automatic operation. The control center and necessary equipment is located in the office building of the Guadalupe-Blanco River Authority in Seguin.
Two 1,400 kw generating units at McQueeney ITP-31 powerplant give a total capacity of 2,800 kw
Each of the two vertical generators is a 1,400 kw, 3 phase. 60 cycle, 2,400 volt. 164 rpm unit with a direct connected exciter. The generators and control equipment were furnished by the General Electric Company.
Each of the two vertical turbines is a James Leffel and Company, 164 rpm, Francis type, with a capacity of 2.200 hp at 31.0-foot head_ Each unit is controlled by a Woodward governor.
At this plant, each turbine is installed in an open wheelpit equipped with trashracks and head gates.
Forebay water level is at elevation 528.7 feet above msl and tailwater is at elevation 497.7 feet above msl, giving gross head of 31.0 feet.
Maximum water discharge per unit at full load is 650 cfs Water release is controlled by operation of the turbines and by spillway gates. McQueeney was a run-of-river plant until June 16, 1964, when storage began in Canyon Reservoir near New Braunfels. After that date, the flow of the river was partly regulated by releases from Canyon Reservoir. Water discharged through the McQueeney plant is stored by the down· stream powerplants during low-flow periods for use during the time of peak power requirements.
Seguin (TP-41 Hydroelectric Powerplant is at Tp·4 Dam on the Guadalupe River, 3 miles southwest of Seguin, Guadalupe County.
The project is one of six hydroelectric powerplants being operated by the Guadalupe-Blanco River Authority on the Guadalupe River. These powerplants are Dunlap (TP-l), McQueeney (TP-31. Seguin (TP-41. Nolte (TP-51. H-4 Dam, and H-5 Dam.
The powerplants were authorized by the following water rights from the State Board of Water Engineers: Permit No. 21 (Application No. 211. dated July 25, 1914, which granted an appropriation not to exceed 1,300 cfs, continuously, from the Guadalupe River, for the purpose of hydroelectric power development, to the Guadalupe Water Power Company (now owned by the Guadalupe-Blanco River Authority); and Permit No. 1096 (Application No. 11631. dated June 12, 1929, which granted an appropriation not to exceed 941,200 acre-feet of water per annum for power development purposes to the Hunt Development Company (now owned by the Guadalupe-Blanco River Authority).
Construction began in 1930. Generation of power began in March 1932. The output from this and the other five plants is sold to Central Power and Light Company and delivered through necessary switches and transformers to the high voltage transmission system supplying power to the area.
At the end of December 1967, this plant was in the process of conversion to complete automatic operation. The control center and necessary equipment are located in the office building of the Guadalupe-Blanco River Authority in Seguin.
The one vertical generator is a 2,400 kw, 3 phase, 60 cycle, 2,300 volt, 180 rpm unit with a direct connected exciter. The generator and control equipment were furnished by the General Electric Company.
The one vertical turbine is an S. Morgan Smith, 180 rpm, Kaplan propeller type, with a capacity of 3,750 hp at 29.0-foot head. The unit is controlled by a Woodward governor. At this plant, the turbine is installed in an open wheelpit equipped with trashracks and headgates.
Forebay water level is 497.4 feet above msl and the tailwater elevation is 468.4 feet above msl giving a gross head of 29.0 feet. Maximum water discharge through the turbine at full load is 1,300 cfs. The plant stores some water during low-flow periods for use during the time of peak power requirements. Water releases are subsequently used by the downstream powerplants. The Seguin plant was a run-of-river plant until June 16, 1964, when impoundment of water began in 'Canyon Reservoir near New Braunfels. After that date, the river flow was partly regulated by releases from Canyon Reservoir
Nolte (TP·5) Hydroelectric Powerplant is about 2.5 miles (channel distance) below Tp·5 Dam (Lake Nolte) on the Guadalupe River. and 3 miles southeast of Seguin, Guadalupe County.
The project is one of six hydroelectric powerplants being operated by the Guadalupe·Blanco River Authority on the Guadalupe River. These powerplants are Dunlap (TP-1), McQueeney (TP-31. Seguin (TP·41. Nolte (TP-5), H·4 Dam, and H-5 Dam.
The powerplants were authorized by the following water rights from the State Board of Water Engineers:
Permit No. 21 (Application No. 21), dated July 25. 1914, which granted an appropriation to the Guadalupe Water Power Company (now owned by the GuadalupeBlanco River Authority) of not more than 1,300 cfs, Continuously, from the Guadalupe River, for hydroelectric power development; and Permit No. 1096 (Application No. 11631, dated June 12, 1929, which granted an appropriation to the Hunt Development Company (now owned by the Guadalupe-Blanco River Authority) of not more than 941,200 acre-feet of waterper annum for hydroelectric power development.
Construction began early in 1927 and was com· pleted in November 1927, with impoundment of water and generation of power beginning at that time.The output from this and the other five plants is sold to Central Power and Ught Company and delivered through necessary switches and transformers to the high voltage transmission system supplying power to the area.
At the end of December 1967, this plant was inthe process of conversion to complete automatic operation. The control center and necessary equipment are located at the office building of the Guadalupe-BlancoRiver Authority in Seguin. Two 1,240 kw generating units at Nolte (TP-5) Hydroelectric Powerplant provide a total capacity of 2,480 kw
Each of the two vertical generators is a 1,240 kw, 3 phase, 60 cycle, 2,400 volt, 150 rpm unit with a direct connected exciter. The generators and control equipment were furnished by the General Electric Company. Each of the two vertical turbines is a James Leffel and Company, 150 rpm, Francis type, with a capacity of 1,950 hp at 27.0-foot head. Each unit is controlled by a Woodward governor. At this plant, each turbine is installed in an open wheelpit equipped with trashracks and headgates.
Water releases from Lake Nolte are controlled by the operation of the turbines while generating power, and by spillway gates. Water discharged from upstream plants may be stored during periods when the power load is light and used during the time of peak power requirements. Maximum water discharge per unit at full load is 650 cfs.
An intake structure on the left bank of the dam oontrols flow to the 1.5-mile long diversion canal to the powerhouse. Additional power head is gained by the use of this canal. Design headwater elevation (without flashboards) is at elevation 457.6 feet above msl and the tailwater elevation is at 430.6 feet above msl, giving a gross head of 27.0 feet. Two-foot high flashboards can be added for 2 feet more head. The Nolte plant was a run-of-river plant until June 16, 1964, when impoundment of water began in Canyon Reservoir near New Braunfels. After that date, the river flow was partly regulated by releases from Canyon Reservoir.
H·4 Dam (H-4 Reservoir) is on the Guadalupe River, 4 miles southeast of Belmont, Gonzales County.
The project is one of six hydroelectric powerplants being operated by the Guadalupe·Blanco River Authority on the Guadalupe River. These powerplants are Dunlap (TP-1), McQueeney (TP-3l, Seguin (TP-4l, Nolte (TP-5l, H-4 Dam, and H-5 Dam.
The powerplants were authorized by the following water rights from the State Board of Water Engineers: Permit No. 21 (Application No. 21), dated July 25, 1914, which granted an appropriation not to exceed 1,300 cfs, continuously, from the Guadalupe River, for the purpose of hydroelectric power development, to the Guadalupe Water Power Company (now owned by the Guadalupe-Blanco River Authority); and Permit No. 1096 (Application No. 1163), dated June 12, 1929, which granted an appropriation not to exceed 941,200 acre-feet of water per annum for power development purposes to the Hunt Development Company (now owned by the Guadalupe-Blanco River Authority).
Construction of the project was begun in 1929 and completed in August 1931, with impoundment of water and generation of power beginning at that time. The output from this and the other five plants is sold to Central Power and Light Company and delivered through necessary switches and transformers to the high voltage transmission system supplying power to the area.
At the end of December 1967, this plant was in the process of conversion to complete automatic operation. The control center and necessary equipment are located in the office building of the Guadalupe·Blanco River Authority in Seguin.
The one vertical generator is a 2,400 kw, 3 phase, 60 cycle. 2,400 volt, 180 rpm unit with a direct connected exciter. The generator and control equipment were furnished by the General Electric Company.
The one vertical turbine is an S. Morgan Smith, 180 rpm, Kaplan propeller type with a capacity of 3,800 hp at 27.0·foot head. The unit is controlled by a Woodward governor.
At this plant, the turbine is installed in an open wheelpit equipped with trashracks and headgates. Headwater elevation (crest of the spillway with bear trap gates raised) is elevation 331.0 feet above msl and the tailwater elevation is 304.0 feet above msl, giving a gross head for the turbine of 27.0 feet. Maximum water discharge through the plant at full load is 1,300 cfs. Water release is controlled by operation of the turbine while generating power, and by spillway gates.
Water discharged from the powerplant is subsequently used by H-5 Hydroelectric Powerplant. Some water is stored during periods of low river flow for use during the time of peak power requirements.
The H-4 plant was a run-of-river plant until June 16.1964, when impoundment of water began in Canyon Reservoir near New Braunfels. After that date, the river flow was partly regulated by releases from Canyon Reservoir.
H·4 Dam (H-4 Reservoir) is on the Guadalupe River, 4 miles southeast of Belmont, Gonzales County.
The project is one of six hydroelectric powerplants being operated by the Guadalupe-Blanco River Authority on the Guadalupe River. These powerplants are Dunlap (TP-l). McQueeney (TP-31. Seguin (TP-41. Nolte ITP-51. H-4 Dam. and H-5 Dam.
The powerplants were authorized by the following water rights from the State Board of Water Engineers: Permit No. 21 (Application No. 21), dated July 25, 1914, which granted an appropriation not to exceed 1,300 cfs, continuously. from the Guadalupe River for the purpose of hydroelectric power development, to the Guadalupe Water Power Company (now owned by the Guadalupe-Blanco River Authority); and Permit No. 1096 (Application No. 1163), dated June 12, 1929, which granted an appropriation not to exceed 941,200 acre-feet of water per annum for power development purposes to the Hunt Development Company (now owned by the Guadalupe-Blanco River Authority).
Construction began the latter part of 1929. Generation of power began in October 1931. Part of the. earthen section of the dam was destroyed by a flood in July 1932.
The output from this and the other five plants is sold to Central Power and Light Company and delivered through necessary switches and transformers to the high voltage transmission system supplying power to the area.
At the end of December 1967, this plant was in the process of conversion to complete automatic operation. The control center and necessary equipment are
located in the office building of the Guadalupe-Blanco River Authority in Segu in.
The one vertical generator is a 2,400 kw, 3 phase, 60 cycle, 2,400 volt, 180 rpm unit with a direct connected exciter. The generator and control equipment were furnished by the General Electric Company.
The one vertical turbine is an S. Morgan Smith, 180 rpm, Kaplan propeller type. with a capacity of 3,700 hp at 29-fool head. The unit is controlled by a Woodward governor.
At this plant, the turbine is installed in an open wheelpit equipped with trashrack and headgate. Headwater elevation (crest elevation with gates closed) is 290.9 feet above msl and the tailwater elevation is 261.9 feet above msl, giving a gross head of 29.0 feet. Maximum water discharge through the plant at full load is 1,300 cfs. Some water is stored during periods of low streamflow for use during the time of peak power requirements. The H-5 plant was a run-of·river plant until June 16, 1964, when impoundment of water began in Canyon Reservoir near New Braunfels. After that date, the river flow was partly regulated by releases from Canyon Reservoir.
This is Lake Dunlap Dam moments before the right embankment was breached during the flood of 1932.
In the picture the 3 Bear Trap Gates are in their fully lowered position, completely submerged as the water level rises uncontrollably in the most flood prone area of the United States known as "Flash Flood Alley".
The right embankment at Lake Dunlap couldn't withstand the extreme force of the rising water, this photo taken just as it was breached showing water rushing out of the lake.
This photo taken as the flood had subsided, showing the massive concrete structure completely in tact, along with the three bear trap gates that can be seen in their lowered position.
This panoramic image shows the massive footings of the concrete structure that is the spillway of Lake Dunlap Dam following the complete washout of the right embankment.
In this photo the Guadalupe River has been diverted back underneath the stream flow gates on the left side of the dam, and a cofferdam has been built to dewater the washed out area so that the extent of the damage can be evaluated.
Notice the person standing on the log near the bottom right to get a sense of the scale of the foundation of this dam. These dams were designed and built to withstand the flood waters in the most flood prone area of the United States, "Flash Flood Alley".
Lake Placid Dam (TP-4)
Lake Placid Dam (TP-4)
This photo shows the "roof weir" trusses of the bear trap gates being attached to the gate posts embedded into the concrete structure and secured via hinge pins.
Temporary stream control gates allow river to be passed underneath dam. When ready to impound, the gates are shut and the water begins to pool behind the dam until it reaches the intake port and fills the interior of the Bear Trap Gates. The water pressure then causes the gates to rise and the lake is officially impounded at it's normal pool elevation.