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Shirley E. Clark

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Clark, Shirley E. / Pitt, Robert (2008): Comparison of Stormwater Solids Analytical Methods for Performance Evaluation of Manufactured Treatment Devices. In: Journal of Environmental Engineering (ASCE), v. 134, n. 4 (April 2008).

    https://doi.org/10.1061/(asce)0733-9372(2008)134:4(259)

  2. Clark, Shirley E. / Roenning, Christopher D. / Elligson, James C. / Mikula, J. B. (2009): Inclined Plate Settlers to Treat Storm-Water Solids. In: Journal of Environmental Engineering (ASCE), v. 135, n. 8 (August 2009).

    https://doi.org/10.1061/(asce)ee.1943-7870.0000018

  3. Clark, Shirley E. / Pitt, Robert (2009): Solids Removal in Storm-Water Filters Modeled Using a Power Equation. In: Journal of Environmental Engineering (ASCE), v. 135, n. 9 (September 2009).

    https://doi.org/10.1061/(asce)ee.1943-7870.0000068

  4. Tang, Hao L. / Regan, John M. / Clark, Shirley E. / Xie, Yuefeng F. (2011): Prediction of Clean-Bed Head Loss in Crumb Rubber Filters. In: Journal of Environmental Engineering (ASCE), v. 137, n. 1 (January 2011).

    https://doi.org/10.1061/(asce)ee.1943-7870.0000296

  5. Kakuturu, Sai P. / Clark, Shirley E. (2015): Effects of Deicing Salts on the Clogging of Stormwater Filter Media and on the Media Chemistry. In: Journal of Environmental Engineering (ASCE), v. 141, n. 9 (September 2015).

    https://doi.org/10.1061/(asce)ee.1943-7870.0000927

  6. Treese, Daniel P. / Clark, Shirley E. / Baker, Katherine H. (2012): Nutrient Release from Disturbance of Infiltration System Soils during Construction. In: Advances in Civil Engineering, v. 2012 ( 2012).

    https://doi.org/10.1155/2012/393164

  7. Bathi, Jejal Reddy / Pitt, Robert E. / Clark, Shirley E. (2012): Polycyclic Aromatic Hydrocarbons in Urban Stream Sediments. In: Advances in Civil Engineering, v. 2012 ( 2012).

    https://doi.org/10.1155/2012/372395

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