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<br /> <br /> <br /> <br />25 <br />involved with the abandonment of an outlet works <br />conduit. <br /> <br />Figure 6. Abandonment of a conduit by pumping cement <br />grout through holes drilled from the surface of the <br />embankment dam to depths of up to 60 feet. [1] <br /> <br />Figure 7. Grout being delivered to the pumping truck. [1] <br />Summary <br />Abandonment of low-level outlet conduits may be an <br />option if the following apply to your dam: <br /> The results of an inspection of a low-level outlet <br />conduit reveal damage that could lead to a future <br />“incident,” repair or replacement alternatives are <br />prohibitive, and abandonment methods cannot <br />cause harm. <br /> There are no regulations or requirements for <br />regular water flow or release. Regular control of <br />the reservoir level is not considered a critical <br />feature in the performance of the dam. <br />If the above two conditions apply then the following <br />also needs to be considered to adequately manage risk <br />for water conveyance in an unusual or emergency <br />event: <br /> Are there alternate means for water conveyance <br />during flood or emergency events? If the dam is on <br />a live stream, this is a must! <br /> If the dam is off-channel: <br />o Is it feasible to install a new permanent siphon <br />or high-level outlet? <br />o Is it feasible to quickly install pumps and/or <br />temporary siphon to handle water conveyance <br />requirements? <br />o Can inflows be controlled? <br />Low-level outlet abandonment is usually not a viable <br />option for larger or high hazard dams. The owners and <br />operators should fully understand the implications of <br />loss of use of the low-level outlet. Alternative methods <br />of water conveyance should be provided as described <br />in this document prior to abandonment of the existing <br />outlet. <br />Abandonment of a low-level outlet is typically done by <br />fully filling the conduit with grout or concrete and <br />should be conducted in accordance with best practices <br />as outlined in Chapter 14 of the FEMA Technical <br />Manual, Conduits through Embankment Dams. <br />The designer should consider replacement, <br />rehabilitation, and abandonment alternatives carefully <br />and understand that each project site may have <br />specific challenges that need to be considered. <br /> <br />Useful References <br />[1] FEMA (2005), Technical Manual: Conduits through Embankment Dams, FEMA 484, Federal Emergency Management Agency, <br />September 2005. <br />[2] FEMA (2005), Technical Manual: Plastic Pipe Used in Embankment <br />Dams, FEMA 508, Federal Emergency Management Agency, <br />September 2007. <br />[3] AECOM (2013a), “Low-Level Conduits – Rehab or Replace?” Western <br />Dam Engineering Tech Notes, Vol.1 Issue 1, March 2013. <br />FEMA’s technical manuals provide detailed discussion of parameters that should be considered <br />during the conduit abandonment design process. They also contain detailed discussion on repair and <br />replacement of conduits. <br />FEMA - Conduits through Embankment Dams <br />FEMA - Plastic Pipe Used in Embankment Dams