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SMALL DAMS PETITS BARRAGES

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6.4 MONITORING SYSTEM<br />

The present chapter only looks at aspects related to the design of a monitoring system<br />

for small earthfill and rockfill dams, both new constructions and operating dams with no such<br />

system.<br />

However, it must always be remembered that visual inspection is as important as the<br />

monitoring system as part of dam surveillance: that is often the means to detect problems and<br />

anomalies that affect the dam. Monitoring is the quantitative method based on the use of<br />

measuring instruments, selected and positioned to give information on how the dam behavior<br />

changes. The monitoring system must therefore be designed according to the type, the<br />

dimensions and the specific technical features of the dam and its foundation.<br />

For small dams, the monitoring system should consist of simple, robust and easy to<br />

install instruments.<br />

6.4.1 Monitoring Instruments for Small Dams<br />

Surveillance of a small dam is essentially intended to reveal, and if possible prevent any<br />

deterioration, in order to keep the structure in good condition for safety and also apt to fulfill its<br />

functions.<br />

Monitoring should provide the means to detect anomalies, and evaluate how fast are<br />

occurring and how they will probably end. The monitoring data will be very useful, helping the<br />

engineer or entity responsible for the dam to decide on the nature and urgency of the required<br />

remedial measures.<br />

Reservoir Water Level<br />

This measurement helps in meeting three objectives:<br />

Improving reservoir management through continuous knowledge of the volumes of<br />

water that are available;<br />

Participating in dam monitoring by allowing examination of the influence of reservoir<br />

water level on measurements taken by certain instruments (in particular flows and uplift<br />

pressures);<br />

Enriching hydrological data trough measurement of flood flows.<br />

Leakage Measurement<br />

Monitoring of seepage - both visually for any cloudiness or fines in the seepage water,<br />

and for unusual changes in flow rates – is the most common method used to detect for internal<br />

erosion and piping. Seepage rate is monitored by several methods, ranging from simple to<br />

more technically complex. Some examples include:<br />

collect seepage emerging from a toe drain or other collector pipe with a calibrated<br />

catch container (bucket) and time the fill rate with a stopwatch (Fig. 6.1),<br />

Parshall or other types of flumes installed in seepage collection trenches or manholes<br />

Weirs installed in open channels (Fig. 6.2).<br />

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