Design and Construction of Outlet Works: Difference between revisions
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[[Category:Outlet Works]] | |||
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|style="text-align:center; font-size:90%;"| Learn more about the differences between [[Rehab vs. Replacement|rehabilitation and replacement]] of outlet works. | |style="text-align:center; font-size:90%;"| Learn more about the differences between [[Rehab vs. Replacement|rehabilitation and replacement]] of outlet works. (Image Source: [https://damoutletworks.org/Pages/RehabReplace/Rehab1.html DamOutletWorks.org]) | ||
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==Outlet Works Sizing and Capacity== | ==Outlet Works Sizing and Capacity== | ||
“The sizing of the outlet works should take into account the possibility of using it to reduce the size or frequency of spillway discharges. The necessity of emergency drawdown capability and low flow discharge capability should be considered during the outlet works planning phase. The selection of type and arrangement of outlet works structures should be based upon consideration of the costs of operation and maintenance likely to be incurred during the project life. Reliability under emergency flood conditions is a fundamental operational requirement of outlet works facilities”.<ref name="USACE Structural Design of Outlet Works">[[Structural Design and Evaluation of Outlet Works (EM 1110-2-2400) | | “The sizing of the outlet works should take into account the possibility of using it to reduce the size or frequency of spillway discharges. The necessity of emergency drawdown capability and low flow discharge capability should be considered during the outlet works planning phase. The selection of type and arrangement of outlet works structures should be based upon consideration of the costs of [[operation]] and maintenance likely to be incurred during the project life. Reliability under emergency [[Flood Conditions|flood conditions]] is a fundamental operational requirement of outlet works facilities”.<ref name="USACE [[Structural]] Design of [[Outlet Works]]">[[Structural Design and Evaluation of Outlet Works (EM 1110-2-2400) | Structural Design and Evaluation of Outlet Works (EM 1110-2-2400), USACE, 2003]]</ref> | ||
“Flows through river outlets and canal or pipeline outlets change throughout the year and may involve a wide range of discharge under varying heads. The accuracy and ease of control are major considerations, and a great amount of planning may be justified in determining the type of control devices that can be best utilized”.<ref name="USACE Hydrologic Requirements">[[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) | EM 1110-2-1420 | “Flows through river outlets and canal or pipeline outlets change throughout the year and may involve a wide range of discharge under varying heads. The accuracy and ease of control are major considerations, and a great amount of planning may be justified in determining the type of control devices that can be best utilized”.<ref name="USACE Hydrologic Requirements">[[Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420) | Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420), USACE, 1997]]</ref> | ||
“An outlet works may be used for diverting the river flow or portion thereof during a phase of the construction period, thus avoiding the necessity for supplementary installations for that purpose. The outlet structure size dictated by this use rather than the size indicated for ordinary outlet requirements may determine the final outlet works capacity”.<ref name="USACE Hydrologic Requirements" /> | “An outlet works may be used for diverting the river flow or portion thereof during a phase of the [[construction]] period, thus avoiding the necessity for supplementary installations for that purpose. The outlet structure size dictated by this use rather than the size indicated for ordinary outlet requirements may determine the final outlet works capacity”.<ref name="USACE Hydrologic Requirements" /> | ||
==Elevation of Outlet Works Inlet(s) / Outlet(s)== | ==Elevation of Outlet Works Inlet(s) / Outlet(s)== | ||
“The establishment of the intake level is influenced by several considerations such as maintaining the required discharge at the minimum reservoir operating elevation, establishing a silt retention space, and allowing selective withdrawal to achieve suitable water temperature and/or quality. Dams which will impound water for irrigation, domestic use, or other conservation purposes must have the outlet works intake low enough to be able to draw the water down to the bottom of the allocated storage space. Further, if the outlets are to be used to evacuate the reservoir for inspection or repair of the dam, they should be placed as low as practicable. However, it is usual practice to make an allowance in a reservoir for inactive storage for silt deposition, fish and wildlife conservation, and recreation”.<ref name="USACE Hydrologic Requirements" /> | “The establishment of the intake level is influenced by several considerations such as maintaining the required discharge at the minimum reservoir operating elevation, establishing a silt retention space, and allowing selective withdrawal to achieve suitable water temperature and/or quality. Dams which will impound water for [[irrigation]], domestic use, or other conservation purposes must have the outlet works intake low enough to be able to draw the water down to the bottom of the allocated storage space. Further, if the outlets are to be used to evacuate the reservoir for inspection or repair of the dam, they should be placed as low as practicable. However, it is usual practice to make an allowance in a reservoir for inactive storage for silt deposition, fish and wildlife conservation, and recreation”.<ref name="USACE Hydrologic Requirements" /> | ||
“[[Reservoirs]] become thermally stratified, and taste and odor vary between elevation. Therefore, the outlet intake should be established at the best elevation to achieve satisfactory water quality for the purpose intended. Downstream fish and wildlife requirements may determine the temperature at which the outlet releases should be made. Municipal and industrial water use increases the emphasis on water quality and requires the water to be drawn from the reservoir at the elevation which produces the most satisfactory combination of odor, taste, and temperature. Water supply releases can be made through separate outlet works at different elevations if requirements for the individual water uses are not the same and the reservoir is stratified”.<ref name="USACE Hydrologic Requirements" /> | |||
==Energy Dissipation== | ==Energy Dissipation== | ||
“The two types of energy dissipating devices most commonly used in conjunction with outlet works on concrete dams are hydraulic jump stilling basins and plunge pools. On some dams, it is possible to arrange the outlet works in conjunction with the spillway to utilize the spillway-stilling device for dissipating the energy of the water discharging from the river outlets. Energy-dissipating devices for free-flow conduit outlet works are essentially the same as those for spillways”.<ref name="USACE Hydrologic Requirements" /> | “The two types of energy dissipating devices most commonly used in conjunction with outlet works on concrete dams are hydraulic jump [[Stilling Basins|stilling basins]] and [[Plunge Pools|plunge pools]]. On some dams, it is possible to arrange the outlet works in conjunction with the spillway to utilize the spillway-stilling device for dissipating the energy of the water discharging from the river outlets. Energy-dissipating devices for free-flow conduit outlet works are essentially the same as those for spillways”.<ref name="USACE Hydrologic Requirements" /> | ||
==Outlet Works Conduit Design Considerations== | ==Outlet Works Conduit Design Considerations== | ||
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“Proper pipeline installation involves much more than just covering up the pipe. A buried pipe is a structure that incorporates both the properties of the pipe and the properties of the soil surrounding the pipe. The structural design of a pipeline is based on certain soil conditions, and construction control is important to ensure these conditions are met”.<ref name="USBR Pipe Bedding">[[Pipe Bedding and Backfill | Pipe Bedding and Backfill, USBR, 1996]]</ref> | “Proper pipeline installation involves much more than just covering up the pipe. A buried pipe is a structure that incorporates both the properties of the pipe and the properties of the soil surrounding the pipe. The structural design of a pipeline is based on certain soil conditions, and construction control is important to ensure these conditions are met”.<ref name="USBR Pipe Bedding">[[Pipe Bedding and Backfill | Pipe Bedding and Backfill, USBR, 1996]]</ref> | ||
“The conduit-foundation contact must not be overlooked as a path for potential piping, particularly when the foundation is earth. Prevention of piping along the conduit consists of providing a smooth, firm contact surface free from loose or disintegrated materials and slush grouted to seal joints in rock foundations. If the foundation surface is subject to deterioration when exposed to the atmosphere, it may be necessary to protect the foundation surface with suitable earthfill, a concrete pad, or an acceptable sealing compound until conduit construction commences”.<ref name="ACER 9" /> | “The conduit-foundation contact must not be overlooked as a path for potential piping, particularly when the foundation is earth. Prevention of piping along the conduit consists of providing a smooth, firm contact surface free from loose or disintegrated materials and slush grouted to seal joints in [[Rock Foundations|rock foundations]]. If the foundation surface is subject to deterioration when exposed to the atmosphere, it may be necessary to protect the foundation surface with suitable earthfill, a concrete pad, or an acceptable sealing compound until conduit construction commences”.<ref name="ACER 9" /> | ||
“Filters placed around conduits to prevent piping should encircle conduits on earth foundations. Filters around conduits on firm formation materials should extend only to the foundation surface if the formation has to be excavated by blasting or ripping. The filters should meet the same criteria for dry unit weight and filtering as for other filters within the embankment”.<ref name="ACER 9" /> | “Filters placed around conduits to prevent piping should encircle conduits on earth foundations. Filters around conduits on firm formation materials should extend only to the foundation surface if the formation has to be excavated by blasting or ripping. The filters should meet the same criteria for dry unit weight and filtering as for other filters within the embankment”.<ref name="ACER 9" /> | ||
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“Care should be exercised by the construction staff to ensure that backfill material quality, lift thickness, placement moisture content, and dry unit weight requirements are complied with and that hand-operated compactors are of the minimum mass. Special care should be exercised to ensure that within the impervious zone, no continuous layers or pervious material occur along the conduit. Controlling lift thickness and moisture content is important because the earthfill in the bottom of the lift must be forced laterally against the conduit during the compaction process. The entire construction process along the conduit must be carefully observed and inspected. An area of great concern is compaction of earthfill at the contact between earthfill compacted by special methods along the conduit and earthfill compacted by regular tamping rollers. The compaction of material by special methods along the conduit must extend a sufficient distance from the conduit to be overlapped by the compactive effort specified for rollers in the regular compaction zone”.<ref name="ACER 9" /> | “Care should be exercised by the construction staff to ensure that backfill material quality, lift thickness, placement moisture content, and dry unit weight requirements are complied with and that hand-operated compactors are of the minimum mass. Special care should be exercised to ensure that within the impervious zone, no continuous layers or pervious material occur along the conduit. Controlling lift thickness and moisture content is important because the earthfill in the bottom of the lift must be forced laterally against the conduit during the compaction process. The entire construction process along the conduit must be carefully observed and inspected. An area of great concern is compaction of earthfill at the contact between earthfill compacted by special methods along the conduit and earthfill compacted by regular tamping rollers. The compaction of material by special methods along the conduit must extend a sufficient distance from the conduit to be overlapped by the compactive effort specified for rollers in the regular compaction zone”.<ref name="ACER 9" /> | ||
“There are two basic types of pipe, rigid and flexible. Rigid pipe must be supported on the bottom portion of the pipe. Flexible pipe must be supported on both the bottom and on the sides of the pipe. Proper soil support of the pipe is critical to the performance of both types of pipe, and proper inspection of pipe installation is essential in obtaining the required support. Inspection for proper soil support involves checking the: (1) adequacy of soil in trench walls and foundation; (2) type of soil used for bedding, embedment, and backfill; (3) distribution of soil around pipe; (4) density of soil around pipe; (5) deflection of flexible pipe”.<ref name="USBR Pipe Bedding" /> | “There are two basic types of pipe, rigid and flexible. Rigid pipe must be supported on the bottom portion of the pipe. Flexible pipe must be supported on both the bottom and on the sides of the pipe. Proper soil support of the pipe is critical to the performance of both types of pipe, and proper inspection of [[Pipe Installation|pipe installation]] is essential in obtaining the required support. Inspection for proper soil support involves checking the: (1) adequacy of soil in trench walls and foundation; (2) type of soil used for bedding, embedment, and backfill; (3) distribution of soil around pipe; (4) density of soil around pipe; (5) deflection of flexible pipe”.<ref name="USBR Pipe Bedding" /> | ||
“There are numerous reasons why a pipe may develop leaks, including improper foundation or embedment, overpressure and transients, poor jointing, inadequate restraint or blocking, and corrosion”.<ref name="TM MERL-2011-36">[[Guidelines for Reporting Corroded Pipe (TM MERL-2011-36) | TM MERL-2011-36 | "The use of an externally shaped circular conduit through an embankment dam should be carefully evaluated due to concerns with the difficulty or inability to uniformly compact the earthfill around the conduit. Precast concrete pipe is the most often used externally shaped circular conduit. The earthfill beneath the haunches of the conduit cannot be adequately compacted with pneumatic tired equipment and requires compaction with hand held tampers. Efforts to obtain proper compaction using hand tampers could cause movement or displacement of smaller conduits. Improper compaction of the earthfill around the conduit and movement of the conduit can result in differential [[settlement]] and hydraulic fracture. The use of externally shaped circular conduits differs between the major dam building agencies. Reclamation does not use externally shaped circular conduits in their designs due to concerns about the inadequate compaction of earthfill against the conduit. NRCS allows use of externally shaped circular conduits, if they are constructed on cradles or bedding. The use of externally shaped circular conduits (e.g., precast concrete pipe) requires thorough inspection and strict adherence to proper construction techniques to achieve quality assurance of earthfill compaction."<ref name="FEMA 484">[[Technical Manual: Conduits through Embankment Dams (FEMA P-484) | Technical Manual: Conduits through Embankment Dams (FEMA P-484), FEMA, 2005]]</ref> | ||
“There are numerous reasons why a pipe may develop leaks, including improper foundation or embedment, overpressure and transients, poor jointing, inadequate restraint or blocking, and corrosion”.<ref name="TM MERL-2011-36">[[Guidelines for Reporting Corroded Pipe (TM MERL-2011-36) | Guidelines for Reporting Corroded Pipe (TM MERL-2011-36), USBR, 2011]]</ref> | |||
==Examples== | ==Examples== | ||
{{Website Icon}} | {{Website Icon}} [[Rehab vs. Replacement | Learn more about rehabilitation versus replacement of outlet works]] | ||
{{Website Icon}} | {{Website Icon}} [[Filters and Drains | Learn more about filters and drains for outlet works]] | ||
{{Website Icon}} | {{Website Icon}} [[Accounting for Energy Dissipation | Learn more about accounting for energy dissipation at outlet works]] | ||
{{Website Icon}} Learn more about pertinent | {{Website Icon}} [[Construction Considerations | Learn more about pertinent construction considerations for outlet works]] | ||
{{Website Icon}} | {{Website Icon}} [https://damfailures.org/case-study/anita-dam-montana-1997/ Learn from mistakes made during the installation of an outlet conduit at Anita Dam (DamFailures.org)] | ||
==Best Practices Resources== | |||
{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 4: General Outlet Works Design Considerations)|Design Standards No. 14: Appurtenant Structures for Dams (Ch. 4: General Outlet Works Design Considerations) | <noautolinks>==Best Practices Resources==</noautolinks> | ||
{{Document Icon}} [[ | {{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 4: General Outlet Works Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 4: General Outlet Works Design Considerations), USBR]] | ||
{{Document Icon}} [[Technical Release 210-60: Earth Dams and Reservoirs | Technical Release 210-60: Earth Dams and Reservoirs, NRCS]] | |||
{{Document Icon}} [[Technical Manual: Outlet Works Energy Dissipators (FEMA P-679)|Technical Manual: Outlet Works Energy Dissipators ( | {{Document Icon}} [[Technical Manual: Outlet Works Energy Dissipators (FEMA P-679) | Technical Manual: Outlet Works Energy Dissipators (FEMA P-679), FEMA]] | ||
{{Document Icon}} [[Technical Manual: Plastic Pipe Used in Embankment Dams (FEMA P-675)|Technical Manual: Plastic Pipe Used in Embankment Dams ( | {{Document Icon}} [[Technical Manual: Plastic Pipe Used in Embankment Dams (FEMA P-675) | Technical Manual: Plastic Pipe Used in Embankment Dams (FEMA P-675), FEMA]] | ||
{{Document Icon}} [[ | {{Document Icon}} [[National Engineering Handbook: Chapter 45 - Filter Diaphragms | National Engineering Handbook: Chapter 45 - Filter Diaphragms, NRCS]] | ||
{{Document Icon}} [[Technical | {{Document Icon}} [[Technical Manual: Conduits through Embankment Dams (FEMA P-484) | Technical Manual: Conduits through Embankment Dams (FEMA P-484), FEMA]] | ||
{{Document Icon}} [[Structural Design and Evaluation of Outlet Works (EM 1110-2-2400) | Structural Design and Evaluation of Outlet Works (EM 1110-2-2400), USACE]] | |||
{{Document Icon}} [[Structural Design and Evaluation of Outlet Works (EM 1110-2-2400)|Structural Design and Evaluation of Outlet Works (EM 1110-2-2400) | {{Document Icon}} [[Conduits, Culverts, and Pipes (EM 1110-2-2902) | Conduits, Culverts, and Pipes (EM 1110-2-2902), USACE]] | ||
{{Document Icon}} [[Conduits, Culverts, and Pipes (EM 1110-2-2902)|Conduits, Culverts, and Pipes (EM 1110-2-2902) ( | {{Document Icon}} [[Design of Small Dams | Design of Small Dams, USBR]] | ||
{{Document Icon}} [[Hydraulic Design of Reservoir Outlet Works (EM 1110-2-1602)|Hydraulic Design of Reservoir Outlet Works (EM 1110-2-1602) | {{Document Icon}} [[Hydraulic Design of Stilling Basins and Energy Dissipators (EM 25) | Hydraulic Design of Stilling Basins and Energy Dissipators (EM 25), USBR]] | ||
{{Document Icon}} [[Hydraulic Design of Reservoir Outlet Works (EM 1110-2-1602) | Hydraulic Design of Reservoir Outlet Works (EM 1110-2-1602), USACE]] | |||
==Trainings== | ==Trainings== | ||
{{ | {{Video Icon}} [[On-Demand Webinar: Inlet and Outlet Hydraulics for Spillways and Outlet Structures]] | ||
{{ | {{Video Icon}} [[On-Demand Webinar: Spillway Conduits - More Than Just a Pipe Through the Dam]] | ||
{{ | {{Video Icon}} [[On-Demand Webinar: Evaluation of Seepage Related Potential Failure Modes (PFM's) in Embankments with Emphasis on Outlet Penetrations]] | ||
{{ | {{Video Icon}} [[On-Demand Webinar: Terminal Structures and Energy Dissipation at Outlet Works and Spillways]] | ||
{{ | {{Video Icon}} [[On-Demand Webinar: Hydraulics 101: Intro to Hydraulics for Dam Safety]] | ||
{{ | {{Video Icon}} [[On-Demand Webinar: Hydraulics 201 for Dam Safety]] | ||
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Latest revision as of 22:31, 28 July 2023
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| Learn more about the differences between rehabilitation and replacement of outlet works. (Image Source: DamOutletWorks.org) |
Outlet Works Sizing and Capacity
“The sizing of the outlet works should take into account the possibility of using it to reduce the size or frequency of spillway discharges. The necessity of emergency drawdown capability and low flow discharge capability should be considered during the outlet works planning phase. The selection of type and arrangement of outlet works structures should be based upon consideration of the costs of operation and maintenance likely to be incurred during the project life. Reliability under emergency flood conditions is a fundamental operational requirement of outlet works facilities”.[1]
“Flows through river outlets and canal or pipeline outlets change throughout the year and may involve a wide range of discharge under varying heads. The accuracy and ease of control are major considerations, and a great amount of planning may be justified in determining the type of control devices that can be best utilized”.[2]
“An outlet works may be used for diverting the river flow or portion thereof during a phase of the construction period, thus avoiding the necessity for supplementary installations for that purpose. The outlet structure size dictated by this use rather than the size indicated for ordinary outlet requirements may determine the final outlet works capacity”.[2]
Elevation of Outlet Works Inlet(s) / Outlet(s)
“The establishment of the intake level is influenced by several considerations such as maintaining the required discharge at the minimum reservoir operating elevation, establishing a silt retention space, and allowing selective withdrawal to achieve suitable water temperature and/or quality. Dams which will impound water for irrigation, domestic use, or other conservation purposes must have the outlet works intake low enough to be able to draw the water down to the bottom of the allocated storage space. Further, if the outlets are to be used to evacuate the reservoir for inspection or repair of the dam, they should be placed as low as practicable. However, it is usual practice to make an allowance in a reservoir for inactive storage for silt deposition, fish and wildlife conservation, and recreation”.[2]
“Reservoirs become thermally stratified, and taste and odor vary between elevation. Therefore, the outlet intake should be established at the best elevation to achieve satisfactory water quality for the purpose intended. Downstream fish and wildlife requirements may determine the temperature at which the outlet releases should be made. Municipal and industrial water use increases the emphasis on water quality and requires the water to be drawn from the reservoir at the elevation which produces the most satisfactory combination of odor, taste, and temperature. Water supply releases can be made through separate outlet works at different elevations if requirements for the individual water uses are not the same and the reservoir is stratified”.[2]
Energy Dissipation
“The two types of energy dissipating devices most commonly used in conjunction with outlet works on concrete dams are hydraulic jump stilling basins and plunge pools. On some dams, it is possible to arrange the outlet works in conjunction with the spillway to utilize the spillway-stilling device for dissipating the energy of the water discharging from the river outlets. Energy-dissipating devices for free-flow conduit outlet works are essentially the same as those for spillways”.[2]
Outlet Works Conduit Design Considerations
“The construction of conduits through embankments has long been recognized as creating an opportunity for seepage along the conduit surface. Possible consequences of uncontrolled seepage along the conduit are piping of soil material and subsequent embankment failure. This scenario has been identified as the primary cause of failure in many incidents. Therefore, it is critical in embankment design to provide adequate safeguards against this type of potential failure”.[3]
“Proper pipeline installation involves much more than just covering up the pipe. A buried pipe is a structure that incorporates both the properties of the pipe and the properties of the soil surrounding the pipe. The structural design of a pipeline is based on certain soil conditions, and construction control is important to ensure these conditions are met”.[4]
“The conduit-foundation contact must not be overlooked as a path for potential piping, particularly when the foundation is earth. Prevention of piping along the conduit consists of providing a smooth, firm contact surface free from loose or disintegrated materials and slush grouted to seal joints in rock foundations. If the foundation surface is subject to deterioration when exposed to the atmosphere, it may be necessary to protect the foundation surface with suitable earthfill, a concrete pad, or an acceptable sealing compound until conduit construction commences”.[3]
“Filters placed around conduits to prevent piping should encircle conduits on earth foundations. Filters around conduits on firm formation materials should extend only to the foundation surface if the formation has to be excavated by blasting or ripping. The filters should meet the same criteria for dry unit weight and filtering as for other filters within the embankment”.[3]
“Care should be exercised by the construction staff to ensure that backfill material quality, lift thickness, placement moisture content, and dry unit weight requirements are complied with and that hand-operated compactors are of the minimum mass. Special care should be exercised to ensure that within the impervious zone, no continuous layers or pervious material occur along the conduit. Controlling lift thickness and moisture content is important because the earthfill in the bottom of the lift must be forced laterally against the conduit during the compaction process. The entire construction process along the conduit must be carefully observed and inspected. An area of great concern is compaction of earthfill at the contact between earthfill compacted by special methods along the conduit and earthfill compacted by regular tamping rollers. The compaction of material by special methods along the conduit must extend a sufficient distance from the conduit to be overlapped by the compactive effort specified for rollers in the regular compaction zone”.[3]
“There are two basic types of pipe, rigid and flexible. Rigid pipe must be supported on the bottom portion of the pipe. Flexible pipe must be supported on both the bottom and on the sides of the pipe. Proper soil support of the pipe is critical to the performance of both types of pipe, and proper inspection of pipe installation is essential in obtaining the required support. Inspection for proper soil support involves checking the: (1) adequacy of soil in trench walls and foundation; (2) type of soil used for bedding, embedment, and backfill; (3) distribution of soil around pipe; (4) density of soil around pipe; (5) deflection of flexible pipe”.[4]
"The use of an externally shaped circular conduit through an embankment dam should be carefully evaluated due to concerns with the difficulty or inability to uniformly compact the earthfill around the conduit. Precast concrete pipe is the most often used externally shaped circular conduit. The earthfill beneath the haunches of the conduit cannot be adequately compacted with pneumatic tired equipment and requires compaction with hand held tampers. Efforts to obtain proper compaction using hand tampers could cause movement or displacement of smaller conduits. Improper compaction of the earthfill around the conduit and movement of the conduit can result in differential settlement and hydraulic fracture. The use of externally shaped circular conduits differs between the major dam building agencies. Reclamation does not use externally shaped circular conduits in their designs due to concerns about the inadequate compaction of earthfill against the conduit. NRCS allows use of externally shaped circular conduits, if they are constructed on cradles or bedding. The use of externally shaped circular conduits (e.g., precast concrete pipe) requires thorough inspection and strict adherence to proper construction techniques to achieve quality assurance of earthfill compaction."[5]
“There are numerous reasons why a pipe may develop leaks, including improper foundation or embedment, overpressure and transients, poor jointing, inadequate restraint or blocking, and corrosion”.[6]
Examples
Learn more about rehabilitation versus replacement of outlet works
Learn more about filters and drains for outlet works
Learn more about accounting for energy dissipation at outlet works
Learn more about pertinent construction considerations for outlet works
Learn from mistakes made during the installation of an outlet conduit at Anita Dam (DamFailures.org)
Best Practices Resources
Technical Release 210-60: Earth Dams and Reservoirs, NRCS
Technical Manual: Outlet Works Energy Dissipators (FEMA P-679), FEMA
Technical Manual: Plastic Pipe Used in Embankment Dams (FEMA P-675), FEMA
National Engineering Handbook: Chapter 45 - Filter Diaphragms, NRCS
Technical Manual: Conduits through Embankment Dams (FEMA P-484), FEMA
Structural Design and Evaluation of Outlet Works (EM 1110-2-2400), USACE
Conduits, Culverts, and Pipes (EM 1110-2-2902), USACE
Hydraulic Design of Stilling Basins and Energy Dissipators (EM 25), USBR
Hydraulic Design of Reservoir Outlet Works (EM 1110-2-1602), USACE
Trainings
On-Demand Webinar: Inlet and Outlet Hydraulics for Spillways and Outlet Structures
On-Demand Webinar: Spillway Conduits - More Than Just a Pipe Through the Dam
On-Demand Webinar: Terminal Structures and Energy Dissipation at Outlet Works and Spillways
On-Demand Webinar: Hydraulics 101: Intro to Hydraulics for Dam Safety
On-Demand Webinar: Hydraulics 201 for Dam Safety
Citations:
- ↑ Structural Design and Evaluation of Outlet Works (EM 1110-2-2400), USACE, 2003
- ↑ 2.0 2.1 2.2 2.3 2.4 Hydrologic Engineering Requirements for Reservoirs (EM 1110-2-1420), USACE, 1997
- ↑ 3.0 3.1 3.2 3.3 ACER Technical Memorandum No. 9: Guidelines for Controlling Seepage along Conduits through Embankments, USBR, 1987
- ↑ 4.0 4.1 Pipe Bedding and Backfill, USBR, 1996
- ↑ Technical Manual: Conduits through Embankment Dams (FEMA P-484), FEMA, 2005
- ↑ Guidelines for Reporting Corroded Pipe (TM MERL-2011-36), USBR, 2011
Revision ID: 7483
Revision Date: 07/28/2023