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Soil Corrosivity Study and Corrosion Control Recommendations for a 24-Inch Water Line, New Braunfels (2021)

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Project at a glanceDE-PRJ-8817

Location
New Braunfels, TX
Service
Soil corrosivity study
Client
Confidential

Soil Corrosivity Study and Corrosion Control Recommendations for a 24-Inch Water Line, New Braunfels (2021)

Sometimes the corrosion study comes before the pipe material is chosen. For a planned 24-inch water line of about 11,500 feet in New Braunfels, the utility was weighing PVC against ductile iron, and in June 2021 we studied the corrosivity of the soil so that the ductile iron option would come with a corrosion plan.

Seven test sites

We ran Wenner four-pin tests (ASTM G57) at seven sites along the alignment on June 2, each near one of the geotechnical borings, so the readings could be set beside the soil logs. The north end sits on limestone, and a site near a boring that hit limestone from 1 to 28 feet read high, as expected. Most of the route is fat clay, lean clay and clayey gravel. In the 2.5 to 7.5 foot layers the resistivity averaged 3,120 ohm-cm, but the lowest layer measured 321 ohm-cm.

The geotechnical work included 17 borings from 15 to 30 feet deep, with groundwater as shallow as 11.5 feet in two of them. Laboratory tests on four samples gave resistivities from 553 to 7,270 ohm-cm, pH from 7.6 to 8.4, chlorides of 20 to 40 ppm and sulfates up to 1,020 ppm. On balance we classed the soil as highly corrosive to ferrous metals. We also noted that overhead distribution lines run along the whole alignment, and unbalanced loads on them can induce AC on a metallic pipeline.

Drawing of a soil profile with layers, a water table and a buried pipe, and a sample core taken through the layers

If ductile iron is chosen

For the ductile iron option we recommended insulating joints with test stations at connections to other piping (NACE SP0286), bonding of every joint, including each bell and spigot, so the line can be protected as one structure, test stations along the route, dielectric coating or encasement, coated fittings and sleeves through concrete, and cathodic protection. A PVC line needs none of that for the pipe itself, which is part of what a utility weighs when it compares the two.

Related services

Studies of this kind are described under soil corrosivity analysis. If the line goes ahead in metal, the next step is cathodic protection design.

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