The 1,480 KW Collins project located on the Chicopee River between Ludlow and Wilbraham, MA is an example of constructive reuse of a low-head, breached mill dam. The facility uses two ESAC bulb turbines designed and built in France. The advantage of the bulb for the Collins site is that bulb require no powerhouse; controls and switchgear are located in a small building well above the river flood levels and therefore the full crest length of the dam is available to spill water in case of flood flows.
|LIHI Certificate Number||88|
|LIHI Effective and Expiration Dates||March 3, 2012
March 3, 2017
(extended to August 3, 2017)
|Location||Located on river mile 12.8 from the confluence of the Chicopee River and the Connecticut River in Wilbraham and Ludlow, Massachusetts.|
|Installed Capacity||1500 KW|
|Average Annual Generation||5.57 GWh|
|Facility Type||Run-of-river controlled by a programmable logic controller (PLC)|
The two 750 KW full Kaplan turbines operate at a net head of 15.4 feet and are installed in bulbs which operate under computer control as a run-of-the-river hydro project. The average annual production is 5,570,000 kWh. The project was FERC exempted (p-6544) and built in 1983-1984 on an existing, abandoned dam. The installation of the new hydroelectric station enabled the site to resume energy generation that ended in the mid part of the 1900’s. The station is located on the Chicopee River, in Wilbraham and Ludlow, Massachusetts, approximately 13 miles upstream of the Chicopee River’s confluence with the Connecticut River. The project utilizes a drainage area of 682 square mile and each unit has an installed hydraulic capacity range of 100 to 598 cfs or a station hydraulic capacity range of 100 to 1196 cfs. The two hydraulic turbine generation units are located at the dam and turbine flow discharges into the plunge pool located directly downstream of the dam. The project does not bypass any portion of the Chicopee River and is required to release 332 cfs or inflow to the plunge pool located directly below the project dam.
The site was hard to permit because houses were built in the flood plain upstream after the dam was breached. However, by using the existing forebay as an additional spillway on the right side of the river and also designing three 4 foot high sections of hinged flashboards that are lowered during floods, the site was approved by the local conservation commission, the state dam safety agency and by federal fish environmental agencies. For 35 years Collins has operated above its design output level and few unplanned outages.
Key Benefits of Bulb Turbines
Bulb turbines where both the turbine and generator are housed under the water behind the dam are ideal for this application because:
- The ESAC equipment was delivered pre-assembled and aligned in the bulb so no powerhouse is required and installation time is 20% of the conventional powerhouse,
- The bulb can be lifted in with a crane and anchored inexpensively into the dam structure without reducing the dam’s crest length required to pass floods,
- The ESAC full Kaplan turbine is very efficient over the full range of flows found in the Chicopee River, operating on a float control following the discharge rates of the Red Bridge powerplant located a mile upstream.
- The 750 kW Ideal generators are American made, are compact to fit easily inside a bulb; are air cooled generators and have operated for 35 years with no special maintenance other than checking alignment.
- ESAC turbines have a gearbox so generators are 900 rpm. In 2011 Collins rigged a gearbox and generator out to install new gears and bearings.
- The hydraulically operated flashboards were replaced after 30 years with new pressure treated wood and geo-textile liners on the upstream side.
- The dam has an extension with static flashboards that bend over in case of flooding, while the hydraulic boards are lowered during a flood. Collins would like to move the hinged boards to the side dam and install flap gates on the crest of the gravity dam.
April 25, 2017: LIHI has received a complete application for a new term of Low Impact Certification for the Collins Hydroelectric project. LIHI is seeking public comment on this application. Specifically, we are interested in knowing whether you think the Collins project meets the LIHI Low Impact Certification Criteria, as revised in the 2nd Edition Handbook released in March 2016. Please review the program and criteria in LIHI’s revised Handbook and then review the Project’s 2016 application materials posted on the project page.
Comments that are directly tied to specific LIHI criteria (flows, water quality, fish passage, etc.) will be most helpful, but all comments will be considered. Comments may be submitted to the Institute by e-mail at email@example.com with “Collins Project Comments” in the subject line, or by mail addressed to the Low Impact Hydropower Institute, PO Box 194, Harrington Park, New Jersey 07640. Comments must be received at the Institute on or before 5 pm Eastern time on June 24, 2017 to be considered. All comments will be posted to the web site and the applicant will have an opportunity to respond. Any response will also be posted.
April 24, 2017: The Collins Hydroelectric Project has been granted an additional extension of the current certificate term. The new expiration date is August 3, 2017. See the extension letter for explanation below.
December 16, 2016: The Collins Hydroelectric Project has been granted an extension of the current certificate term. The new expiration date is May 3, 2017. See the extension letter for explanation below.
July 26, 2012: The Collins Hydroelectric Project has been certified as low impact for a five year term, effective March 3, 2012 and expiring March 3, 2017.
March 27, 2012: The Swift River Company has submitted an application for certification of the Collins Hydroelectric Project. Public comment period on the application has been opened for 60 days.
- Application for Certification, April 2017
- Collins_Extension of Term to August 3, 2017
- Collins_Extension of Term to 5/3/17
- Reviewers Certification Report_07162012
- LIHI Questionnaire
- Appendix A_Backup Documentation
- Appendix J_Site Description and Photos
- Appendix C_MA Annual Compliance Letter_04042011
- Appendix C_FERC Compliance 2011
- Appendix C_FERC Letter_02102012
- Appendix D_FERC Order Exemption
- Appendix E_Resource Agency Exemption Correspondence
- Appendix F_Water Quality Assessment
- Appendix G_Endangered Species
- Appendix H_MA Historical Commission Letter of Findings
- Resource Agency Contacts