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Our chosen spillway design - canalrivertrust.org.uk

Date post: 10-Feb-2022
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Following the 2019 incident, our team undertook an optioneering process to consider a range of possibilities for restoring Toddbrook Reservoir. In September 2020, we consulted on the two best performing designs for a new spillway to safely transfer water from the reservoir to the River Goyt at times of high rainfall. Our chosen spillway design Spillway design On 23 March 2021, we announced the chosen design was a new spillway off the left (north) side of the dam as seen above. As part of this announcement, we shared a Non-Technical Summary and Technical Note providing further information on the engineering assessments we have undertaken to develop our proposal. The Non-Technical Summary also provides information showing some of the ways consultation feedback has informed our spillway design. The new spillway will be located on the left side of the dam (looking downstream towards the river). Our plan for the permanent repair of Toddbrook Reservoir involves constructing: a new side channel weir, where water will overflow into a ‘tumble bay’; a new spillway channel on the left (north / sailing club) side of the reservoir dam; a stilling basin at the end of the spillway to reduce the energy of the water; and a channel through the park which connects to the River Goyt in the existing location. The new spillway will provide enough overflow capacity for the reservoir on its own, meaning the existing auxiliary spillway is no longer needed. This will be removed and grassed over, and we will fill much of the existing bywash channel to return as usable space. The existing sailing club buildings and slipway will be relocated to construct the new spillway. Toddbrook spillway scheme concept sketch Spillway weir Spillway channel Stilling basin Landscape channel Playground Naturalised landscape channel Public Right of Way (PRoW) Water movement Existing structures to be removed KEY NOTES 1. Replacement slipway to be located in a position to be confirmed - to west of replacement spillway. 2. Reservoir water flows over side channel weir into tumble bay structure. Bywash channel to be diverted into tumble bay. 3. Existing primary weir and by-wash channel to be decommissioned and in-filled. Piped supply to be maintained to Brookfield Pond. 4. Sailing club facilities to be re-located to a location to be confirmed within the project site at this end of the reservoir. 5. Works to be undertaken to modify dam and drawoff pipes. 6. Where possible existing trees on site to be retained or replaced. 7. Existing by-wash channel to be de-commissioned, in-filled and grassed over. 8. Existing temporary pumping arrangements and access to these to remain in place during construction. 9. Auxiliary spillway - existing structure to be decommissioned, dam crest height increased and area grassed over. 10. Stilling basin. 11. New channel to enter River Goyt at existing location. 12. Bridge to be constructed across spillway channel to maintain dam crest footpath. Playground: To be relocated to allow for the new landscape channel and to include play equipment of a similar provision to the existing play space. Landscape channel: Shallow water channel integrated into the landscape, and designed to be an interactive and usable public space. RESERVOIR ROAD TODDBROOK RESERVOIR MEMORIAL PARK WOODLAND No works proposed in this area of the park RIVER GOYT BROOKFIELD POND Naturalised landscape around channel: To be designed as a natural environment with native planting for wildlife and biodiversity value and gentle level changes to allow for interaction with the water channel. 1 2 3 4 5 6 7 8 9 11 10 N 12
Transcript

Following the 2019 incident, our team undertook an optioneering process to consider a range of possibilities for restoring Toddbrook Reservoir. In September 2020, we consulted on the two best performing designs for a new spillway to safely transfer water from the reservoir to the River Goyt at times of high rainfall.

Our chosen spillway design

Spillway designOn 23 March 2021, we announced the chosen design was a new spillway off the left (north) side of the dam as seen above. As part of this announcement, we shared a Non-Technical Summary and Technical Note providing further information on the engineering assessments we have undertaken to develop our proposal. The Non-Technical Summary also provides information showing some of the ways consultation feedback has informed our spillway design.

The new spillway will be located on the left side of the dam (looking downstream towards the river). Our plan for the permanent repair of Toddbrook Reservoir involves constructing:

• a new side channel weir, where water will overflow into a ‘tumble bay’;

• a new spillway channel on the left (north / sailing club) side of the reservoir dam;

• a stilling basin at the end of the spillway to reduce the energy of the water; and

• a channel through the park which connects to the River Goyt in the existing location.

The new spillway will provide enough overflow capacity for the reservoir on its own, meaning the existing auxiliary spillway is no longer needed.

This will be removed and grassed over, and we will fill much of the existing bywash channel to return as usable space.

The existing sailing club buildings and slipway will be relocated to construct the new spillway.

Toddbrook spillway scheme concept sketch

Spillway weir

Spillway channel

Stilling basin

Landscape channel

Playground

Naturalised landscape channel

Public Right of Way (PRoW)

Water movement

Existing structures to be removed

KEY

NOTES1. Replacement slipway to be located in a position to be

confi rmed - to west of replacement spillway.2. Reservoir water fl ows over side channel weir into

tumble bay structure. Bywash channel to be diverted into tumble bay.

3. Existing primary weir and by-wash channel to be decommissioned and in-fi lled. Piped supply to be maintained to Brookfi eld Pond.

4. Sailing club facilities to be re-located to a location to be confi rmed within the project site at this end of the reservoir.

5. Works to be undertaken to modify dam and drawoff pipes.

6. Where possible existing trees on site to be retained or replaced.

7. Existing by-wash channel to be de-commissioned, in-fi lled and grassed over.

8. Existing temporary pumping arrangements and access to these to remain in place during construction.

9. Auxiliary spillway - existing structure to be decommissioned, dam crest height increased and area grassed over.

10. Stilling basin.11. New channel to enter River Goyt at existing location.12. Bridge to be constructed across spillway channel to

maintain dam crest footpath.

Playground:To be relocated to allow for the new landscape channel and to include play equipment of a similar provision to the existing play space.

Landscape channel: Shallow water channel integrated into the landscape, and designed to be an interactive and usable public space.RESERVOIR ROAD

TODDBROOK RESERVOIR

MEMORIAL PARKWOODLANDNo works proposed in this area of the park

RIVER GOYT

BROOKFIELD POND

Naturalised landscape around channel: To be designed as a natural environment with native planting for wildlife and biodiversity value and gentle level changes to allow for interaction with the water channel.

This document takes into account the particularinstructions and requirements of our client. It is not intended for and should not be relied uponby any third party and no responsibility is under-taken to any third party.

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DRAWING TITLE:Toddbrook Spillway Scheme SketchDRAWING NO: P11742-ARP-YL-001-001-SK-AL-015-S2-P5DATE:18/05/2021

Toddbrook Spillway Scheme Sketch

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