Tensiometers were installed a various depths and distances to monitor soil moisture tension. The installation was used to monitor subsurface water flow patterns from the storage gallery under the permeable pavement site. This dataset is associated with the following publication: Razzaghmanesh, M., and M. Borst. Monitoring the performance of urban green infrastructure using a tensiometer approach. SCIENCE OF THE TOTAL ENVIRONMENT. Elsevier BV, AMSTERDAM, NETHERLANDS, 651: 2535-2545, (2019).

Permeable pavement is a stormwater control measure commonly selected in both new and retrofit applications. However, there is limited information about the clogging mechanism of these systems that effects the infiltration. A permeable pavement site located at the Seitz Elementary School, on Fort Riley, Kansas was selected for this study. An 80-space parking lot was built behind the school as part of an EPA collaboration with the U.S. Army. The parking lot design includes a permeable interlocking concrete pavement section along the downgradient edge. This study monitored the clogging progress of the pavement section using twelve water content reflectometers and three buried tipping bucket rain gauges. This clogging dynamic investigations was divided into three stages namely pre-clogged, transitional, and clogged. Recorded initial relative water content of all three stages were significantly and negatively correlated to antecedent dry weather periods with stronger correlations during clogged conditions. The peak relative water content correlation with peak rainfall 10-min intensity was significant for the water content reflectometers located on the western edge away from the eastern edge; this correlation was strongest during transition stage. Once clogged, rainfall measurements no longer correlated with the buried tipping bucket rain gauges. Both water content reflectometers and buried tipping bucket rain gauges showed the progress of surface clogging. For every 6mm of rain clogging advanced 1 mm across the surface. The results generally support the hypothesis that the clogging progresses from the upgradient to the downgradient edge. The magnitude of the contributing drainage area and rainfall characteristics are effective factors on rate and progression of clogging. This dataset is associated with the following publication: Razzaghmanesh, M., and M. Borst. Investigation clogging dynamic of permeable pavement systems using embedded sensors. JOURNAL OF HYDROLOGY. Elsevier Science Ltd, New York, NY, USA, 557: 887-896, (2018).

The data compiled in this file were collected at the Theis-Nash Environmental Monitoring and Modeling Site managed by the University of Cincinnati. The monitoring network consisted of ten shallow piezometers installed in a compound bar within the Great Miami River. A stilling well was also installed within the river channel to monitor surface water stage. These locations were instrumented with logging pressure transducers and STIC loggers to collect a continuous record of water elevation, temperature, and specific conductance. Pressure data were converted to absolute elevation based on manual depth to water measurements from surveyed reference locations at the top of piezometer casings and stilling well support post. STIC relative conductivity readings were converted to specific conductance using calibration relationships developed for each logger prior to deployment and subsequent benchmarking to manual measurements of specific conductance within the piezometers and the river conducted during the deployment period. Data from the transducers and STIC sensors were acquired during the period from October 2022 to March 2023; manual measurements were conducted during periods of low stage when the compound bar was exposed within the river channel. This dataset is associated with the following publication: McGarr, J.T., P. Li, R.G. Ford, T. Kleman, C. Fields, J. Hobbs, L. Lupton, E. Poston, T. Marsh, L. Trutschel, K.M. Fritz, A. Rowe, C.D. Wallace, D. Ward, D.M. Sturmer, C. Dietsch, M. Naber, B.K. Lien, and M.R. Soltanian. Uncovering the hidden world of riverbed sediments: The role of sediment heterogeneity and cross-bar channel fills in the hydrogeochemical dynamics of the hyporheic zone. JOURNAL OF HYDROLOGY. Elsevier Science Ltd, New York, NY, USA, 644: 132062, (2024).

Storm event data and flow rates in/out pre-post device installation. This dataset is associated with the following publication: Hawley, R., J. Goodrich, N. Korth, C. Rust, E. Fet, C. Frye, K. MacMannis, M. Wooten, M. Jacobs, and R. Sinha. Detention Outlet Retrofit Improves the Functionality of Existing Detention Basins by Reducing Erosive Flows in Receiving Channels. JOURNAL OF AMERICAN WATER RESOURCES ASSOCIATION. American Water Resources Association, Middleburg, VA, USA, 1-16, (2017).

These are quality-assured time series datasets from weather stations and runoff volume monitoring infrastructure, Cleveland OH. This dataset is associated with the following publication: Shuster, W., and R. Darner. Hydrologic Performance of Retrofit Rain Gardens in a Residential Neighborhood (Cleveland Ohio USA) with a Focus on Monitoring Methods. U.S. Environmental Protection Agency, Washington, DC, USA, 2018.