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		<title>USGS Publications Warehouse</title>
		<link>https://pubs.usgs.gov</link>
		<description>New publications of the USGS.</description>
		<language>en-us</language>
		<lastBuildDate>Sun, 21 Jun 2026 01:08:46 +0000</lastBuildDate>
		<webmaster>https://pubs.usgs.gov/feedback</webmaster>
		<pubDate>Sun, 21 Jun 2026 01:08:46 +0000</pubDate>
		<item>
			<title>Analysis of alternative weir designs for improved passage of select fish at the U.S. Geological Survey streamgaging weir at Blackwells Mills, New Jersey</title>
			<author>Suro, Thomas; Niemoczynski, Michal; Mulligan, Kevin</author>
			<link>https://pubs.usgs.gov/publication/sir20265002</link>
			<description>&lt;p&gt;As the population of New Jersey continues to remain dense, the need for water supply will likely continue to be high, which can lead to water managers needing to make difficult decisions about managing drinking-water supply. Streamgaging weirs like the ones used by the U.S. Geological Survey (USGS) play a critical role in providing accurate and stable streamflow data, but their presence can affect the passage of diadromous fish species such as river herring (&lt;i&gt;Alosa pseudoharengus&lt;/i&gt; [alewife], &lt;i&gt;Alosa aestivalis&lt;/i&gt; [blueback herring], and &lt;i&gt;Alosa sapidissima&lt;/i&gt; [American shad]). In some situations, weirs existing in rivers and streams are no longer used because they were part of a farm irrigation system or some type of industrial operation. The weir at the USGS streamgage 01402000 Millstone River at Blackwells Mills, New Jersey, was purposefully built as a hydraulic-control structure that provides a precise and stable control for the measurement of stage and computation of continuous streamflow. To satisfy the dual need of maintaining accurate streamflow data and providing improved fish passage for select species of fish during migration season, the USGS proposed the development and evaluation of two alternative weir designs that would meet the criteria established for successful passage of American shad, alewife, and blueback herring during their yearly migration. The designs were also required to maintain adequate control of the upstream pool elevation necessary for the precise computation of streamflow used by State agencies for municipal water-supply purposes for surrounding communities.&lt;/p&gt;&lt;p&gt;Two alternative weir design modifications were incorporated at the center of the Blackwells Mills weir and modeled using two-dimensional hydraulic modeling software and three-dimensional computational fluid-dynamics software to simultaneously evaluate conditions for passage of the target fish species and effects to streamflow computations at the streamgage. The models were calibrated to existing conditions around the weir location using surveyed-elevation data and recorded stage, streamflow, and velocity in the Millstone River. The alternative weir designs lowered the weir crest by 1.02 feet (ft) and the resulting simulations showed an effective increase in depth of 0.98 ft at the median streamflow of 251 cubic feet per second (ft&lt;sup&gt;3&lt;/sup&gt;/s) and 0.96 ft at the 95-percent exceedance streamflow of 98 ft&lt;sup&gt;3&lt;/sup&gt;/s. The alternative weir designs were also found to increase streamflow depth across the shallowest portions of the weir structure at the downstream anti-scour skirt by lowering the skirt about 4 inches, allowing for two or more body depths of water for American shad, alewife, and blueback herring at the median migration streamflow of 251 ft&lt;sup&gt;3&lt;/sup&gt;/s. The alternative weir designs also reduced the highest stream velocities across the downstream weir sill and anti-scour skirt from about 9 to 10 feet per second, and the depth-averaged velocity to about 7 to 8 feet per second. The sensitivity of the weir with respect to the computation of streamflow was increased from about 1.8 cubic feet per second per hundredth foot to 1.6 cubic feet per second per hundredth foot for streamflows of about 10–100 cubic feet per second.&lt;/p&gt;</description>
			<pubDate>Mon, 11 May 2026 16:59:37</pubDate>
			<category>Scientific Investigations Report</category>
		</item>
		<item>
			<title>Understanding the occurrence and distribution of per- and polyfluoroalkyl substances (PFAS) in surface waters of the nontidal Passaic River Basin</title>
			<author>Schreiner, Molly L.; Romanok, Kristin; Gray, Jacob; Brown, Eileen; Williams, Brianna; Kneser, Maureen; Capuzzi, Albert; Boerner, Jason; Giunta, Luke; Serillo, Paul; Trainor, John; Smalling, Kelly</author>
			<link>https://pubs.usgs.gov/publication/sir20265018</link>
			<description>&lt;p&gt;This study, completed by the U.S. Geological Survey in cooperation with the North Jersey District Water Supply Commission (NJDWSC), was designed to characterize the occurrence and distribution of per- and polyfluoroalkyl substances (PFAS) in surface waters of the nontidal Passaic River Basin in New Jersey that have the potential to affect public-drinking-water quality. In 2025, 37 sites in the Wanaque, Ramapo, Pompton, and Passaic River watersheds were sampled in January, March, July, and September under base-flow conditions and a subset of sites was sampled during two rain events. Samples were analyzed for 40 individual PFAS and total organic carbon and a subset of samples was analyzed for 1,4-dioxane and trace elements. Fifteen PFAS were detected at least once, with individual concentrations ranging from 0.42 to 28 nanograms per liter (ng/L; median, 2.8 ng/L). Perfluorooctanoate (PFOA) and perfluorooctane sulfonate (PFOS) were widespread and detected in 100 and 97 percent of the samples, respectively. Concentrations of PFOA and PFOS ranged from 1.2 to 28 ng/L (median, 7.7 ng/L) and from 0.52 to 12 ng/L (median, 3.8 ng/L), respectively. Generally, concentrations were lower in the Wanaque and Ramapo River watersheds compared to the Pompton and Passaic River watersheds. Concentrations of PFOA and PFOS were highest in July and September when flows were low. During rain events, median concentrations of PFOS were elevated compared to those observed under base-flow conditions, indicating potential inputs from non-point sources. To understand potential drivers of PFAS concentrations, land cover and potential PFAS sources were summarized for each sampling site, and an accumulated wastewater model was used to estimate the percentage of wastewater from upstream municipal and industrial sources in all flowlines of the Passaic River Basin. Developed land, the number of potential sources, and the mean-annual accumulated wastewater percentage were highly correlated with PFAS concentrations and Deciduous Forests were negatively related to concentrations. Data provided by this study can be used by water purveyors and resource managers to make treatment and mitigation decisions to minimize PFAS in local surface waters used as drinking-water resources.&lt;/p&gt;</description>
			<pubDate>Fri, 1 May 2026 16:47:30</pubDate>
			<category>Scientific Investigations Report</category>
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