In the province of New Brunswick, on the Saint John River and its tributaries, there are a number of dams and hydroelectric power plants of which the Mactaquac is the largest. Most of the dam is a rock- filled structure, with a clay core to prevent percolation of water through it. The height is 55 metres and the operating head of water for power generation is about 34 metres. xx insert air photo of dam xx The powerhouse portion is concrete, with two sets of spillways and six penstocks to feed the six generator units. The total electrical output capacity is about 650 Megawatts.
| Dam type | Rock-filled with impervious clay core |
| Total length of dam | 518 m |
| Height of dam | 55 m |
| Usual operating head of water (net) | 104 to 116 feet |
| Installed capacity | 653 Megawatts |
| Number of generator units | 6 |
| Hydraulic and hydrology data | |
| Average river flow over 44 years | 22800cfs |
| Maximum recorded spring flow (May 1923) | 324000 cfs |
| Minimum recorded flow (September 1957) | 1200 cfs |
| Spillway designed capacity (at water level of 129 feet) | 575000 cfs |
| Headpond capacity at 130 feet elevation | 1060000 acre-feet (1 acre-foot = 43560 cu ft) |
| Live storage volume (125 to 130 feet elevation) | 110000 acre-feet |
| Headpond surface area at 130 feet | 20720 acres |
| Headpond level | 125 to 130 feet above mean sea level |
| Tailwater level | 12.5 to 19.5 feet above mean sea level |
These web pages will take you on an illustrated tour of the site, with details of the electrical and mechanical aspects of the installation. Clik on any of the images to to see the full sized image.
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| Penstock in foreground | Inside view at bottom of penstock | Another inside view of penstock |
Six penstocks of 8.8 m (29 feet) inside diameter bring water from the headpond behind the dam down a slope of 54 m length to each of the turbines. They have to be of solid construction to withstand the water pressure, especially at the bottom, and to provide the necessary force to make the flow direction change at the elbows. Such a large volume of water moving at 6 m/s (20 feet/second) carries a lot of energy and momentum with it.
The inside views were obtained in the autumn of 1998 during a time of modifications, when a slice was removed from a penstock for the installation of an expansion joint. Notice the thickness of the concrete structure behind the worker. The saw marks are also visible.
A similar wireframe drawing at a Hydro-Quebec web site also shows the shape of this spiral. Drawing of spiral
A drawing to show a scroll case structure can also be found in the web pages of Hakan Nilsson.(Scroll case drawing at Hakan Nilsson's pages)
All around the inside of this hollow doughnut, there are stay vanes that draw the flow into the central opening, below which the turbine blades are situated. As water is taken off at all points along the inner circumference, the diameter of the chamber tapers down correspondingly, and in this way the water speed is maintained right to the end of the scroll case. This geometry also ensures that the flow is directed equally at all of the turbine blades to provide smoother running.
When repairs are being done, the steel-lined case is a huge, dark and dirty place, with no colour contrasts at all, almost impossible to photograph by the light of bare bulbs and the flames of workers' torches. The floor is a curved slope. Water coming along at that level has to slide up over a shoulder, through the vanes and then past a set of blades known as wicket gates, which are set on a circle just inside the circle of fixed stay vanes. The photos below show this shoulder portion of the structure. In the region shown in the left photo, the water travels away from the viewer, uphill past the vane. In the photo on the right, water would come toward the viewer and then through the adjustable wicket gates at the left and into the runners. Of course the whole pipe will be full of fast-moving water, and the flow at the ceiling must slip down and under a similar shoulder and into the turbine area.
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| Bottom of a vertical guide vane | Wicket gate at left with guide vane at right |
This type of turbine, invented by Viktor Kaplan in 1913, is commonly found in power plants operating with a medium head of water.
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| A Kaplan turbine runner | Runner blade at Mactaquac |
The axis is vertical and the runner is mounted in a circular chamber somewhat below the level of the scroll case and wickets. Water entering past the top of the vanes finds its way to the portion of the blades near the axis while water from the bottom of the vanes is swept down the outer wall and encounters the tips of the blades. Notice that the blades are curved in the usual fashion of a ship propellor, the angle being smaller at the tip than at the blade root, because the peripheral velocity is larger at the blade tip. Thus the water can flow through with a fairly uniform velocity from the centre to the outside.
The collection of pictures posted by Martin Roth includes a helpful drawing showing the water velocities, with a large whirl in the flow just above the blades changing to a more vertical flow as the water passes through the blades. Martin Roth's Waterflow images The great loss of angular momentum in the water corresponds to the torque applied to the runner and electrical generator. Torque times rotation rate = power output.
Note that the entire flow from a 8.8 m diameter penstock is coming past these blades. The turbine runner diameter is 6.64 m, and the blade tips travel a few millimetres from the wall of the chamber. The rotation rate is kept very steady at 112.5 rpm so that the system produces a reliable 60 Hertz power output. Pitting is noticeable in these harsh conditions, but the maintenance people are using a clever process for adding steel to the walls to build the thickness back up again and reduce the gap between the runner and the casing. It is like dentistry on a large scale.
Wicket gate control arms
Having dealt with the flow of water from one end to the other, we can now examine the transfer of power up the shaft to the generator. Above the turbine level is an accessible space where one can see the control mechanism for adjusting the angle of all the wicket gates
generator from below and above
speed sensor and control rooms
hydraulic control mechanisms
dam and alkali-aggregate reaction problems-- slicing the dam!!!
Useful links