Abstract

Salty groundwater might find its way into dead end legs of a water distribution network and thus efforts are required to clean such parts of the network. This paper reports, for the first time, the results of a visual study for laboratory experimental investigation on the purging process of saline water from a dead-end water pipe using fresh water. Three purging locations and a number of purging flow rates were considered to identify the effect of purging location and purging flow rate on the time required to completely remove saline water from the dead-end pipe. Image processing analysis techniques were used to capture data from the experimental lab setup. A universal gray-intensity to salinity curve was experimentally found to formulate a color intensity to salinity mapping. A script code based on Octave numerical package was written for this regard to determine the temporal variation of the total dissolved salt (TDS) value within the dead leg pipe. It is generally noted that, as Reynolds number gets higher, the time removal ratio (t/ts) gets bigger. It is also noted that, as a purging location gets farther from the dead end, the time required for the complete removal of TDS increases exponentially.

Highlights

  • Studies of water distribution systems have repeatedly shown that bacteriological hot spots are three to four times more likely to occur at dead end areas in a distribution system [3]

  • The purging jet expands with an approximate slope of 1:5 [22] till it hits the bottom of the pipe, refer to Figure 4

  • When the jet hits the bottom wall of the pipe, it is divided into two unequal parts

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Summary

Introduction

Studies of water distribution systems have repeatedly shown that bacteriological hot spots are three to four times more likely to occur at dead end areas in a distribution system [3]. For this regard, water operators and municipalities generally conduct periodic water flushing programs for the water network to clean the interior of the pipelines, to maintain disinfection residual, and to ensure the removal of sediment and biofilms from dead-end lines. During the conventional flushing process, the flushing point (commonly the fire hydrant) at the targeted area is opened and water is moved freely from all directions until the water runs clear [4,5,6]

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