Bungee Jumping at the Verzasca Dam in Locarno, Switzerland!
220 meters = 722 feet
Locarno in Switzerland, and the Verzasca Dam
A small bus ride from Locarno town took me to the Verzaca Dam, the scene for James Bond's bungee jump in Goldeneye. Locarno itself is very beautiful.
Bungee Jump @ Verzasca Dam - Locarno, Switzerland
Bungee Jump at Verzasca Dam is the world's higest and most famous from a structure. It is the third highest in the world. The jump was famous after the inital jump performed by James Bond in the movie 'The Golden Eye' and hence its called the '007 Bond Jump'. With huge adrenaline rush, the jump is a life time experience. And last to tell you, many people do back out on platform even after paying 170 euros :P. Thats Val Verzasca and thats the Golden eye 007 Bond Jump.
Verzasca Dam - Locarno - Swiss, Switzerland. Pierce Brosnan - James Bond: GoldenEye Tina Turner
The dam became a popular bungee jumping venue after a James Bond stuntman jumped off it in the opening scene of the 1995 film GoldenEye; a stunt voted as the best movie stunt of all time in a 2002 Sky Movies poll.. Construction in the dam began in 1961. The dam was designed and its construction supervised by Lombardi & Gellaro Ltd.
Verzasca Bungee Jump 007 Goldeneye
Travelled to Verzasca Dam in Ticino, Switzerland on route to Milan to do the famous 007 Goldeneye Bungee Jump. Its the 3rd highest in the world at 220m. My friend Mark and I jumped it and loved every second. Amazing experience I`ll never forget!!!
Bungee Jump @ Verzasca Dam - Locarno, Switzerland
Bungee Jump at Verzasca Dam is the world's higest and most famous from a structure. It is the third highest in the world. The jump was famous after the inital jump performed by James Bond in the movie 'The Golden Eye' and hence its called the '007 Bond Jump'. With huge adrenaline rush, the jump is a life time experience. And last to tell you, many people do back out on platform even after paying 170 euros :P. Thats Val Verzasca and thats the Golden eye 007 Bond Jump.
Verzasca Dam Bungee Jumping, Contra Dam, Ticino, Switzerland, Europe
he Contra Dam, commonly known as the Verzasca Dam and the Locarno Dam, is an arch dam on the Verzasca River in the Val Verzasca of Ticino, Switzerland. The dam creates Lago di Vogorno 2 km (1.2 mi) upstream of Lake Maggiore and supports the 105 MW Verzasca Hydroelectric Power Station hydroelectric power station. It was constructed between 1961 and 1965 and starting shortly after its reservoir was filled, a series of earthquakes related to its water load occurred until 1971. The dam is owned and operated by Verzasca SA and is the fourth tallest in Switzerland. The dam became a popular bungee jumping venue after a James Bond stuntman jumped off it in the opening scene of the 1995 film GoldenEye; a stunt voted as the best movie stunt of all time in a 2002 Sky Movies poll. On May 6, 1960, Verzasca SA was formed to construct the dam as the center-piece of the Verzasca Hydroelectric Complex. Construction in the dam began in 1961. The dam was designed and its construction supervised by Lombardi & Gellaro Ltd. Because the Contra Dam is at a lower elevation compared to other Swiss dams, warmer weather allowed construction to be carried out year-round. To divert the river and prepare a dry work-site for the dam, cofferdams were constructed, one of which redirected the river through a diversion tunnel with a 200 m3/s (7,100 cu ft/s) capacity. As the river can have flows much higher than the tunnel's capacity, this was accepted as a risk by engineers. Excavation of the right side of the dam had to be expanded due to unforeseen weathered rock and designs were altered within 15 days. Concrete pouring and placement occurred for 18 months, of which the maximum poured in a day was 3,100 m3 (110,000 cu ft) and in a month, 55,000 m3 (1,900,000 cu ft). The aggregate for the concrete was obtained from a quarry near the construction site. The high-quality and strength gneiss-rock was ground in a rotary crusher and prepared in the concrete mixture. To facilitate the contraction and settling of the concrete in the dam, it was cooled with a series of steel pipes that ran throughout the mass of concrete, with the exception of the top 30 m (98 ft) of the dam. A grout curtain was placed around and below the dam as well to prevent leakage, which consumed a large amount of cement. In August 1964, the reservoir began to fill and in September 1965, the reservoir was full and the dam completed. During what Dr. Giovanni Lombardi, the dam's designer, described as an exceptionally rapid rise of water during the first filling of the reservoir, beginning in August 1964, there were seismic shocks. The earthquakes began in May 1965 and the biggest shocks had occurred later in October and November after the reservoir was full. The epicenters were located at two faults near the dam. As many as 25 shocks occurred a day. The shocks stopped once the reservoir was emptied and no damage was found. After refilling, the shocks decreased and an equilibrium was believed to have been reached, one that did not respond to variations in water load. Another large shock occurred several years after filling. By 1971, there were no more seismic shocks around the dam or reservoir. No known detailed geological studies were conducted prior to construction of the dam and several faults are known to exist in the area. The Contra Dam is a concrete slender arch dam with a height of 220 m (720 ft) and crest length of 380 m (1,250 ft). The dam is 25 m (82 ft) wide at its base and 7 m (23 ft) wide at its crest. The dam structure contains 660,000 m3 (23,000,000 cu ft) of concrete and the structure itself has a surface area of 44,500 m2 (479,000 sq ft). The dam is slender in design and its horizontal arches are in an elliptical shape. The horizontal curvature of the dam decreases from the center of the dam towards its abutments and the curvature from the center of the arches increases from the crest down to the foundation. The thickness is constant with the exception of where the dam is received by its abutments; here it is thicker to reduce pressure on the rock. The strong rock can accept stresses of 70 kg/cm2. Vertically, the thickness of the dam increases from the crest down to the foundation and has a slight curve from the center towards the crest. This helps alleviate tensile stress for when the reservoir is not only full but empty. The dam's outlet works consist of two discharge pipes, capable of releasing up to 170 m3/s (6,000 cu ft/s) each. One discharges into the original diversion tunnel and another is located at the base of the dam and discharges into the river valley below.
Bungee Jump 220m - Verzasca Dam, Locarno, Switzerland
Verzasca Dam Bungee Jumping, Contra Dam, Ticino, Switzerland, Europe
The Contra Dam, commonly known as the Verzasca Dam and the Locarno Dam, is an arch dam on the Verzasca River in the Val Verzasca of Ticino, Switzerland. The dam creates Lago di Vogorno 2 km (1.2 mi) upstream of Lake Maggiore and supports the 105 MW Verzasca Hydroelectric Power Station hydroelectric power station. It was constructed between 1961 and 1965 and starting shortly after its reservoir was filled, a series of earthquakes related to its water load occurred until 1971. The dam is owned and operated by Verzasca SA and is the fourth tallest in Switzerland. The dam became a popular bungee jumping venue after a James Bond stuntman jumped off it in the opening scene of the 1995 film GoldenEye; a stunt voted as the best movie stunt of all time in a 2002 Sky Movies poll. On May 6, 1960, Verzasca SA was formed to construct the dam as the center-piece of the Verzasca Hydroelectric Complex. Construction in the dam began in 1961. The dam was designed and its construction supervised by Lombardi & Gellaro Ltd. Because the Contra Dam is at a lower elevation compared to other Swiss dams, warmer weather allowed construction to be carried out year-round. To divert the river and prepare a dry work-site for the dam, cofferdams were constructed, one of which redirected the river through a diversion tunnel with a 200 m3/s (7,100 cu ft/s) capacity. As the river can have flows much higher than the tunnel's capacity, this was accepted as a risk by engineers. Excavation of the right side of the dam had to be expanded due to unforeseen weathered rock and designs were altered within 15 days. Concrete pouring and placement occurred for 18 months, of which the maximum poured in a day was 3,100 m3 (110,000 cu ft) and in a month, 55,000 m3 (1,900,000 cu ft). The aggregate for the concrete was obtained from a quarry near the construction site. The high-quality and strength gneiss-rock was ground in a rotary crusher and prepared in the concrete mixture. To facilitate the contraction and settling of the concrete in the dam, it was cooled with a series of steel pipes that ran throughout the mass of concrete, with the exception of the top 30 m (98 ft) of the dam. A grout curtain was placed around and below the dam as well to prevent leakage, which consumed a large amount of cement. In August 1964, the reservoir began to fill and in September 1965, the reservoir was full and the dam completed. During what Dr. Giovanni Lombardi, the dam's designer, described as an exceptionally rapid rise of water during the first filling of the reservoir, beginning in August 1964, there were seismic shocks. The earthquakes began in May 1965 and the biggest shocks had occurred later in October and November after the reservoir was full. The epicenters were located at two faults near the dam. As many as 25 shocks occurred a day. The shocks stopped once the reservoir was emptied and no damage was found. After refilling, the shocks decreased and an equilibrium was believed to have been reached, one that did not respond to variations in water load. Another large shock occurred several years after filling. By 1971, there were no more seismic shocks around the dam or reservoir. No known detailed geological studies were conducted prior to construction of the dam and several faults are known to exist in the area. The Contra Dam is a concrete slender arch dam with a height of 220 m (720 ft) and crest length of 380 m (1,250 ft). The dam is 25 m (82 ft) wide at its base and 7 m (23 ft) wide at its crest. The dam structure contains 660,000 m3 (23,000,000 cu ft) of concrete and the structure itself has a surface area of 44,500 m2 (479,000 sq ft). The dam is slender in design and its horizontal arches are in an elliptical shape. The horizontal curvature of the dam decreases from the center of the dam towards its abutments and the curvature from the center of the arches increases from the crest down to the foundation. The thickness is constant with the exception of where the dam is received by its abutments; here it is thicker to reduce pressure on the rock. The strong rock can accept stresses of 70 kg/cm2. Vertically, the thickness of the dam increases from the crest down to the foundation and has a slight curve from the center towards the crest. This helps alleviate tensile stress for when the reservoir is not only full but empty. The dam's outlet works consist of two discharge pipes, capable of releasing up to 170 m3/s (6,000 cu ft/s) each. One discharges into the original diversion tunnel and another is located at the base of the dam and discharges into the river valley below.
Verzasca Dam Bungee Jumping, Contra Dam, Ticino, Switzerland, Europe
The Contra Dam, commonly known as the Verzasca Dam and the Locarno Dam, is an arch dam on the Verzasca River in the Val Verzasca of Ticino, Switzerland. The dam creates Lago di Vogorno 2 km (1.2 mi) upstream of Lake Maggiore and supports the 105 MW Verzasca Hydroelectric Power Station hydroelectric power station. It was constructed between 1961 and 1965 and starting shortly after its reservoir was filled, a series of earthquakes related to its water load occurred until 1971. The dam is owned and operated by Verzasca SA and is the fourth tallest in Switzerland. The dam became a popular bungee jumping venue after a James Bond stuntman jumped off it in the opening scene of the 1995 film GoldenEye; a stunt voted as the best movie stunt of all time in a 2002 Sky Movies poll. On May 6, 1960, Verzasca SA was formed to construct the dam as the center-piece of the Verzasca Hydroelectric Complex. Construction in the dam began in 1961. The dam was designed and its construction supervised by Lombardi & Gellaro Ltd. Because the Contra Dam is at a lower elevation compared to other Swiss dams, warmer weather allowed construction to be carried out year-round. To divert the river and prepare a dry work-site for the dam, cofferdams were constructed, one of which redirected the river through a diversion tunnel with a 200 m3/s (7,100 cu ft/s) capacity. As the river can have flows much higher than the tunnel's capacity, this was accepted as a risk by engineers. Excavation of the right side of the dam had to be expanded due to unforeseen weathered rock and designs were altered within 15 days. Concrete pouring and placement occurred for 18 months, of which the maximum poured in a day was 3,100 m3 (110,000 cu ft) and in a month, 55,000 m3 (1,900,000 cu ft). The aggregate for the concrete was obtained from a quarry near the construction site. The high-quality and strength gneiss-rock was ground in a rotary crusher and prepared in the concrete mixture. To facilitate the contraction and settling of the concrete in the dam, it was cooled with a series of steel pipes that ran throughout the mass of concrete, with the exception of the top 30 m (98 ft) of the dam. A grout curtain was placed around and below the dam as well to prevent leakage, which consumed a large amount of cement. In August 1964, the reservoir began to fill and in September 1965, the reservoir was full and the dam completed. During what Dr. Giovanni Lombardi, the dam's designer, described as an exceptionally rapid rise of water during the first filling of the reservoir, beginning in August 1964, there were seismic shocks. The earthquakes began in May 1965 and the biggest shocks had occurred later in October and November after the reservoir was full. The epicenters were located at two faults near the dam. As many as 25 shocks occurred a day. The shocks stopped once the reservoir was emptied and no damage was found. After refilling, the shocks decreased and an equilibrium was believed to have been reached, one that did not respond to variations in water load. Another large shock occurred several years after filling. By 1971, there were no more seismic shocks around the dam or reservoir. No known detailed geological studies were conducted prior to construction of the dam and several faults are known to exist in the area. The Contra Dam is a concrete slender arch dam with a height of 220 m (720 ft) and crest length of 380 m (1,250 ft). The dam is 25 m (82 ft) wide at its base and 7 m (23 ft) wide at its crest. The dam structure contains 660,000 m3 (23,000,000 cu ft) of concrete and the structure itself has a surface area of 44,500 m2 (479,000 sq ft). The dam is slender in design and its horizontal arches are in an elliptical shape. The horizontal curvature of the dam decreases from the center of the dam towards its abutments and the curvature from the center of the arches increases from the crest down to the foundation. The thickness is constant with the exception of where the dam is received by its abutments; here it is thicker to reduce pressure on the rock. The strong rock can accept stresses of 70 kg/cm2. Vertically, the thickness of the dam increases from the crest down to the foundation and has a slight curve from the center towards the crest. This helps alleviate tensile stress for when the reservoir is not only full but empty. The dam's outlet works consist of two discharge pipes, capable of releasing up to 170 m3/s (6,000 cu ft/s) each. One discharges into the original diversion tunnel and another is located at the base of the dam and discharges into the river valley below.
Verzasca Dam Bungee Jumping, Contra Dam, Ticino, Switzerland, Europe
The Contra Dam, commonly known as the Verzasca Dam and the Locarno Dam, is an arch dam on the Verzasca River in the Val Verzasca of Ticino, Switzerland. The dam creates Lago di Vogorno 2 km (1.2 mi) upstream of Lake Maggiore and supports the 105 MW Verzasca Hydroelectric Power Station hydroelectric power station. It was constructed between 1961 and 1965 and starting shortly after its reservoir was filled, a series of earthquakes related to its water load occurred until 1971. The Contra Dam is a concrete slender arch dam with a height of 220 m (720 ft) and crest length of 380 m (1,250 ft). The dam is 25 m (82 ft) wide at its base and 7 m (23 ft) wide at its crest. The dam structure contains 660,000 m3 (23,000,000 cu ft) of concrete and the structure itself has a surface area of 44,500 m2 (479,000 sq ft). The dam is slender in design and its horizontal arches are in an elliptical shape. The horizontal curvature of the dam decreases from the center of the dam towards its abutments and the curvature from the center of the arches increases from the crest down to the foundation. The thickness is constant with the exception of where the dam is received by its abutments; here it is thicker to reduce pressure on the rock. The strong rock can accept stresses of 70 kg/cm2. Vertically, the thickness of the dam increases from the crest down to the foundation and has a slight curve from the center towards the crest. This helps alleviate tensile stress for when the reservoir is not only full but empty. The dam's outlet works consist of two discharge pipes, capable of releasing up to 170 m3/s (6,000 cu ft/s) each. One discharges into the original diversion tunnel and another is located at the base of the dam and discharges into the river valley below. The dam creates Lago di Vogorno which has a 105,000,000 m3 (3.7×109 cu ft) capacity and surface area of 160 ha (400 acres), collected from a catchment area of 230 km2 (89 sq mi). The Verzasca River has very irregular seasonal flows which can reach as high as 1,000 m3/s (35,000 cu ft/s). Lombardi considers it one of his most aesthetically pleasing dams, primarily because of the slenderness of the concrete arch and the outstanding cleanness of the design. The design also reduced the amount of concrete needed, therefore reducing the cost as well.
GoldenEye - Verzasca Dam, Diga - Ticino, Switzerland
Verzasca Dam, Diga - Ticino, Switzerland
Overflow Verzasca Dam, Switzerland
November 16th 2014.
The overflow of the dam after several days of rain.
Located near Locarno, Canton Ticino, Switzerland.
The Verzasca Dam is also famous because it was in the opening scene of the movie 007 James Bond Goldeneye.
Valle Verzasca - Lavertezzo and Verzasca Dam, Swiss
The romantic village of Lavertezzo (545 metres) with its stone buildings is a good starting point for exploring the rural and unspoilt Valle Verzasca. The most famous bathing / swimming spot in Verzasca is next to the famous bridge Ponte dei Salti that crosses the River Verzasca. The turquoise water is always cold and refreshing.
The emerald-hued Verzasca River flows over smoothly polished rock through the narrow valley and has many natural rock pools and places to bathe.
The Verzasca dam is 220 metres high by 380 metres in length, and the fourth highest in Switzerland after those of Luzzone (in Ticino), Mauvoisin and Grande Dixence (Canton Valais).
Best Attractions and Places to See in Locarno, Switzerland
Locarno Travel Guide. MUST WATCH. Top things you have to do in Locarno . We have sorted Tourist Attractions in Locarno for You. Discover Locarno as per the Traveler Resources given by our Travel Specialists. You will not miss any fun thing to do in Locarno .
This Video has covered Best Attractions and Things to do in Locarno .
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List of Best Things to do in Locarno , Switzerland
Falconeria Locarno
Sacromonte e Santuario Madonna del Sasso
Cardada
Verzasca Dam
Lido Locarno
Piazza Grande
Lungolago Di Ascona
Piazza G. Motta
Adventure Park Gordola
Parco delle Camelie
4K Valle Verzasca Lavertezzo Ticino SWITZERLAND アルプス山脈 川 谷
Lavertezzo is a municipality in the Verzasca Valley. It belongs to the district of Locarno in the canton of Ticino in Switzerland.
The romantic village of Lavertezzo 545 m above sea level with its rustici is a good starting point to discover the original Valle Verzasca and its side valleys.
Lavertezzo is the most famous destination in the Verzasca Valley. Also worth seeing in Lavertezzo is the 18th century parish church of Madonna degli Angeli, the only baroque church in the valley.
The Valle Verzasca is a natural, even wild valley with steep slopes and countless waterfalls. Over bizarrely shaped, smoothly polished rocks in the narrow valley flows the clear, emerald waters of the river Verzasca.
The Ponte dei Salti, falsely referred as the Roman bridge, is the old double-arched stone bridge over the river Verzasca. In fact, the construction dates back to the two bold arches from the 17th century. The beautiful bridge is the starting point of several hiking trails, scenic walks through impressive and beautiful landscapes.
All pictures, sounds, music by: © shiso2012 思想会社 Shiso Productions
Next Destination: Travel to Valle Verzasca in Switzerland!
The Valle Verzasca is a valley in the Locarno district of the Canton of Ticino, Switzerland. It comprises the municipalities of Mergoscia, Vogorno, Corippo, Lavertezzo, Brione, Gerra, Frasco, and Sonogno.
We headed to Lavertezo and had a great time!
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Swimming in Valle Verzasca Lavertezzo | Locarno Switzerland, Swiss Alps | Absolutely Freezing!
What an incredible day swimming in the frigid water of Valle Verzasca in Switzerland! Near the Italian border, the town of Lavertezzo is home to this amazing swimming hole that has to be seen to be believed! Bucket-list item ticked!
Read more about my adventure at nathandukesart.com
Jovica vs. No.1 Bungee Jump - Verzasca Dam (220m), Locarno, Switzerland
Highest Single Cord Free Fall Bungee Jump In The World.
James Bond Bungee Jump off the Verzasca Dam (near Locarno) in Switzerland
220m bungee jump from an impressive dam. This was featured in the James Bond Goldeneye movie back in the 1990s.