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<br /> <br /> <br /> <br />18 <br />measuring small, or large, flows than others. A weir <br />can be installed to measure seepage flow and <br />sediment transport out of a toe drain system or known <br />surface seep that can be concentrated into a <br />channelized path. A V-notch weir is shown on Figure 2 <br />and Photograph 2. V-notch weirs are efficient at <br />measuring low flows (less than about 450 gallons per <br />minute (1 cubic foot per second)). The depth of water <br />is typically measured with a staff gauge installed within <br />the upstream pool, away from velocity drawdown <br />effects as shown in Figure 2. <br /> <br />Figure 2: V-Notch Weir and Staff Gauge <br />Reference: FEMA, Dam Safety: An Owner’s Guidance <br />Manual, 1987 <br /> <br />Photo 2: V-Notch Weir <br />Other seepage monitoring devices and methods <br />include parshall flumes, pipes (toe drains), timed- <br />bucket methods, and flow meters. Internal erosion <br />can be detected by observing the water for increased <br />turbidity and sediment. The Bureau of Reclamation <br />provides a useful reference for details on methods to <br />measure seepage in the Water Measurement Manual. <br />Reclamation also provides download links for obtaining <br />the USBRWeir.xls spreadsheet, used to determine <br />rating tables and equations for sharp-crested weirs. <br />Piezometers <br />Piezometers installed in the abutments, foundations, <br />and embankments of a dam are used to monitor <br />phreatic surface levels, uplift pressures, and seepage <br />gradients (through the use of piezometer groups). A <br />line of piezometers installed at the dam crest, mid- <br />slope and toe provides information to create a profile <br />of the phreatic surface through the dam. A set of <br />piezometers installed at different elevations in one <br />location (nested piezometers) provides pore pressures <br />in different soil strata and can be used to estimate <br />vertical seepage gradients. <br />Some common types of piezometers include open <br />standpipe, fiber optic, and vibrating wire piezometers. <br />The open standpipe, or observation well, installation <br />offers the added benefit of being able to manually <br />confirm the water level reading versus sole reliance on <br />a digital instrument. A standpipe piezometer is shown <br />in Photograph 3. Fiber optic piezometers are generally <br />contained within a stainless steel tube and separated <br />from the environment by a porous filter material. <br />Some advantages include their immunity to vibration, <br />lightning damage, and radio and electromagnetic noise <br />interference. <br />Vibrating wire piezometers contain electrical pressure <br />transducers that read and record the pore-water <br />pressure automatically, allowing for easier and more <br />frequent data acquisition. Each of these types of <br />piezometers has specific design specifications and a <br />qualified engineer should be involved in specifying the <br />appropriate piezometer type, location, and installation <br />procedures. <br />Piezometers, when strategically placed, can provide <br />useful information on the overall seepage regime <br />within and below the dam. However, since they are a <br />single point measurement, they are not often effective <br />at detecting or characterizing potential concentrated <br />seepage paths unless they are installed to monitor an <br />already known location of a defect.