Underground pipeline infrastructures, such as water supply and industrial water pipes, were rapidly constructed in Japan during the 1970-1980s economic boom and have been ageing quickly. In general, corrosion of buried metal water pipes depends on the physicochemical properties of the soil around them. Conventionally, when conducting such investigations, the soil is excavated and sampled to analyse these properties in laboratories. As this damages the paved road surface, an alternative method is required. Resistivity is a significant physical property measured when investigating the corrosion risk of underground pipelines. Therefore, if geophysical exploration can facilitate the investigation of soil resistivity from the ground surface, it will play a key role in the renewal planning of water pipes. Traditionally, geophysical methods such as electrical and electromagnetic exploration have been used for measuring subsurface resistivity. Electrical exploration is a robust and noise-tolerant method; however, it requires electrode installation. Most roads over the pipelines are paved, making conventional electrical exploration using metal electrodes a challenging task. Therefore, the Geological Survey of Japan, the National Institute of Advanced Industrial Science and Technology, has developed a very-low-frequency band alternating current electrical surveying technique that uses water-saturated polyvinyl alcohol sponge electrodes. In this technique, electrodes are placed on an asphalt or concrete paved surface and the electrode measures the soil resistivity profile and detects the corrosive soil distribution without damaging the paved surface. Moreover, we improved this equipment to enable vertical electrical survey of numerous points and acquired data for 740 m of the survey line in 1 day at Maborikaigan coast in Yokosuka City. We found that the resistivity values varied with the depths and locations of the buried water pipes. These variations indicated that surveys and evaluations on long survey lines along water pipe burial routes are essential for risk management in water pipelines.
Acoustic mapping enables an understanding of the surface distribution of shallow gas hydrate (GH) and related products. Acoustically characteristic materials such as fluid-seepage-related methane-derived authigenic carbonate and/or shallow GHs, may be widely distributed beneath the shallow seafloor of the Sakata Knoll. High-amplitude reflectors over the knoll are the top of gas-bearing permeable layers and connect to the reverse fault at the foot of the knoll. Shallow GH and bacterial mats were observed at the high-amplitude layer cut by depression and/or the locally disturbed seafloor. Acoustic blanking zones observed on the sub-bottom profiler sections are current gas migration routes from the depth to the seafloor. Optical observations indicate that fluid seepage is not active in the current seafloor, and it is not necessarily observed above the acoustic blanking zones or shallow faults reaching the seafloor. In the Sakata Knoll, the tectonically formed reverse fault and gas-bearing permeable layers play more important roles in fluid migration from depth to the summit area of the knoll compared to acoustic blanking and shallow faults. The depression at the summit area of the Sakata Knoll was formed by the dissociation of a shallow GH at around the last glacial maximum. Limited fluid seepage is currently witnessed within and around the depression and it is less extensive than that in the past. Such knolls, with tectonically formed large faults and an anticline are abundant in the area and they can be good reservoirs for shallow GH along the eastern margin of the Sea of Japan.
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