Search Results - "Powers, W.L."

Alternative soil water release parameters for distinguishing tillage effects by Powers, W.L. (Univ. of Nebraska, Lincoln, NE), Baer, J.U, Skopp, J

“…Tillage effects on the water-holding characteristics are frequently difficult to evaluate. This may partially be due to the insensitivity of the parameters…”
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Removal of TNT and RDX from water and soil using iron metal by Hundal, L.S., Singh, J., Bier, E.L., Shea, P.J., Comfort, S.D., Powers, W.L.

“…Contaminated water and soil at active or abandoned munitions plants is a serious problem since these compounds pose risks to human health and can be toxic to…”
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Growth and development of smooth bromegrass and tall fescue in TNT-contaminated soil by Krishnan, G, Horst, G.L, Darnell, S, Powers, W.L

“…Plants can be used for effective and economical remediation of soil provided they are tolerant or resistant to contaminants. This study was conducted to…”
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Long‐Term TNT Sorption and Bound Residue Formation in Soil by Hundal, L. S., Shea, P. J., Comfort, S. D., Powers, W. L., Singh, J.

“…Soils surrounding former munitions production facilities are highly contaminated with 2,4,6‐trinitrotoluene (TNT). Long‐term availability and fate of TNT and…”
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Modified proportional model for time-dependent sieving by Aslan, M. (University of Nebraska, Lincoln, NE.), Skopp, J, Powers, W.L

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Effects of beef-feedlot manure and lagoon water on iron, zinc, manganese and copper content in corn and in DTPA soil extracts by Wallingford, G.W, Murphy, L.S, Powers, W.L, Manges, H.L

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Alternative production systems' effects on the K-factor of the Revised Universal Soil Loss Equation by Fleming, Kim L., Powers, William L., Jones, Alice J., Helmers, Glenn A.

“…The soil erodibility factor (K) of the Revised Universal Soil Loss Equation is currently considered a constant for all soils in the same type, regardless of…”
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Soil consistence: effect of particle size by Ibanga, I.J, Bidwell, O.W, Powers, W.L, Feyerherm, A.M, Williams, W.W

“…Briquets composed of sand (0.05–2.00 mm) silt (0.002–0.05 mm), and clay (<0.002 mm) mixtures were hardest when dominantly clay and/or sand and softest or least…”
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