| Miel I Dam | |
| Name Official: | Presa Patángoras |
| Location Map: | Colombia |
| Coordinates: | 5.5606°N -74.8867°W |
| Country: | Colombia |
| Location: | Norcasia |
| Status: | O |
| Construction Began: | 1997 |
| Opening: | 2002 |
| Owner: | ISAGEN |
| Dam Type: | Gravity, roller-compacted concrete |
| Dam Height: | 188m (617feet) |
| Dam Height Thalweg: | 340m (1,120feet) |
| Dam Volume: | 1750000m2 |
| Dam Elevation Crest: | 454m (1,490feet) |
| Dam Crosses: | La Miel River |
| Spillway Type: | Uncontrolled overflow |
| Spillway Capacity: | 3600m3/s |
| Res Name: | Amani Reservoir |
| Res Capacity Total: | 571000000m2 |
| Res Catchment: | 770km2[1] |
| Res Surface: | 1220ha |
| Res Elevation: | 445.5m (1,461.6feet) |
| Res Tidal Range: | plant_name = Miel I Hydroelectric Power Plant |
| Plant Coordinates: | 5.5769°N -74.853°W |
| Plant Commission: | 2002 |
| Plant Turbines: | 3 x 132MW Francis-type |
| Plant Capacity: | 396MW |
| Plant Annual Gen: | 1146GWh |
The Miel I Dam, officially known as the Patángoras Dam, is a gravity dam on La Miel River just south of Norcasia in Caldas Department, Colombia. The dam was constructed between 1997 and 2002 for the primary purpose of hydroelectric power generation. At the time of its completion, the dam was the tallest roller-compacted concrete (RCC) dam in the world but was surpassed by the Longtan Dam in 2009.
Designs for the dam were drawn up in 1992 and 1993 before bidding was carried out in December of that same year. An RCC design was chosen to reduce costs and risks associated with excavating a larger foundation for an arch dam. Funding was acquired for the project by December 1997 when construction began. The power plant was operational in 2002 and the project was completed in 59 months, seven months ahead of time.[2] The dam is part of the Miel I Hydroelectric Station and is officially called the Patángoras Dam but is commonly referred to as the Miel I Dam.[3]
The U.S. Army Corps of Engineers was involved in the testing of the concrete for the dam. Drums of aggregates, cement, sand and soil were shipped to their North Pacific Division Materials Laboratory in Troutdale, Oregon. The materials were separated and tested for various properties. RCC concrete cylinders and beams were batched and poured. Tests were performed, for 7, 28, 90, 180 and 365 days. Tests included compressive strength, tensile strength, expansion, and slow load beams. The testing required almost 2 years to complete.
The dam is a 340m (1,120feet) long RCC gravity-type containing 1750000m2 of concrete. It is located just east of the confluence of the Moro and La Miel Rivers.[3] At the center of the structure and running down its downstream dace, is an uncontrolled overflow spillway with a nominal capacity of and maximum discharge capacity of (at the dam's crest elevation of).[2] A discharge tunnel is also located at the base of the dam, on its right bank, which has a capacity of .
The reservoir created by the dam, Amani Reservoir, has a storage capacity of 571e6m3 and surface area of . The reservoir's normal elevation above sea level is . On the left bank of the reservoir near the dam is the intake for the Miel I Hydroelectric Station which is controlled by two floodgates. In 2010 the Guarinó diversion dam on the Guarinó River was opened and the Manso diversion dam on the Manso River began operations in 2013. Both divert water into the Amani Reservoir through tunnels.[4]
The Miel I Hydroelectric Power Plant receives water from the dam via a 6.5m (21.3feet) diameter tunnel which splits into three diameter penstocks before reaching each turbine. The power house is located underground and contains a machine, transformer and surge tank chambers. Power is produced by three Francis turbine generators for a total installed capacity of .[3]