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) en Denitrifying bioreactors—An approach for reducing nitrate loads to receiving waters
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| 93 | "notes": "Low-cost and simple technologies are needed to reduce | 103 | "notes": "Low-cost and simple technologies are needed to reduce | ||
| 94 | watershed export of excess nitrogen to sensitive aquatic ecosystems. | 104 | watershed export of excess nitrogen to sensitive aquatic ecosystems. | ||
| 95 | Denitrifying bioreactors are an approach where solid carbon substrates | 105 | Denitrifying bioreactors are an approach where solid carbon substrates | ||
| 96 | are added into the flow path of contaminated water. These carbon (C) | 106 | are added into the flow path of contaminated water. These carbon (C) | ||
| 97 | substrates (often fragmented wood-products) act as a C and energy | 107 | substrates (often fragmented wood-products) act as a C and energy | ||
| 98 | source to support denitrification; the conversion of nitrate | 108 | source to support denitrification; the conversion of nitrate | ||
| 99 | (NO3\u2212) to nitrogen gases. Here, we summarize the different | 109 | (NO3\u2212) to nitrogen gases. Here, we summarize the different | ||
| 100 | designs of denitrifying bioreactors that use a solid C substrate, | 110 | designs of denitrifying bioreactors that use a solid C substrate, | ||
| 101 | their hydrological connections, effectiveness, and factors that limit | 111 | their hydrological connections, effectiveness, and factors that limit | ||
| 102 | their performance. The main denitrifying bioreactors are: | 112 | their performance. The main denitrifying bioreactors are: | ||
| 103 | denitrification walls (intercepting shallow groundwater), denitrifying | 113 | denitrification walls (intercepting shallow groundwater), denitrifying | ||
| 104 | beds (intercepting concentrated discharges) and denitrifying layers | 114 | beds (intercepting concentrated discharges) and denitrifying layers | ||
| 105 | (intercepting soil leachate). Both denitrifcation walls and beds have | 115 | (intercepting soil leachate). Both denitrifcation walls and beds have | ||
| 106 | proven successful in appropriate field settings with NO3 \u2212 | 116 | proven successful in appropriate field settings with NO3 \u2212 | ||
| 107 | removal rates generally ranging from 0.01 to 3.6gNm\u22123 day\u22121 | 117 | removal rates generally ranging from 0.01 to 3.6gNm\u22123 day\u22121 | ||
| 108 | for walls and 2\u201322gNm\u22123 day\u22121 for beds, with the lower | 118 | for walls and 2\u201322gNm\u22123 day\u22121 for beds, with the lower | ||
| 109 | rates often associated with nitrate-limitations. Nitrate removal is | 119 | rates often associated with nitrate-limitations. Nitrate removal is | ||
| 110 | also limited by the rate of C supply from degrading substrate and | 120 | also limited by the rate of C supply from degrading substrate and | ||
| 111 | removal is operationally zero-order with respect to NO3 \u2212 | 121 | removal is operationally zero-order with respect to NO3 \u2212 | ||
| 112 | concentration primarily because the inputs of NO3 \u2212 into studied | 122 | concentration primarily because the inputs of NO3 \u2212 into studied | ||
| 113 | bioreactors have been generally high. In bioreactors where NO3 \u2212 | 123 | bioreactors have been generally high. In bioreactors where NO3 \u2212 | ||
| 114 | is not fully depleted, removal rates generally increase with | 124 | is not fully depleted, removal rates generally increase with | ||
| 115 | increasing temperature. Nitrate removal has been supported for up to | 125 | increasing temperature. Nitrate removal has been supported for up to | ||
| 116 | 15 years without further maintenance or C supplementation because wood | 126 | 15 years without further maintenance or C supplementation because wood | ||
| 117 | chips degrade suffi ciently slowly under anoxic conditions. There have | 127 | chips degrade suffi ciently slowly under anoxic conditions. There have | ||
| 118 | been few field-based comparisons of alternative C substrates to | 128 | been few field-based comparisons of alternative C substrates to | ||
| 119 | increase NO3\u2212 removal rates but laboratory trials suggest that | 129 | increase NO3\u2212 removal rates but laboratory trials suggest that | ||
| 120 | some alternatives could sup port greater rates of NO3\u2212 removal | 130 | some alternatives could sup port greater rates of NO3\u2212 removal | ||
| 121 | (e.g., corn cobs and wheat straw). Denitrifying bioreactors may have a | 131 | (e.g., corn cobs and wheat straw). Denitrifying bioreactors may have a | ||
| 122 | number of adverse effects, such as production of nitrous oxide and | 132 | number of adverse effects, such as production of nitrous oxide and | ||
| 123 | leaching of dissolved organic matter (usually only for the first few | 133 | leaching of dissolved organic matter (usually only for the first few | ||
| 124 | months after construction and start-up). The relatively small amount | 134 | months after construction and start-up). The relatively small amount | ||
| 125 | of field data suggests that these problems can be adequately managed | 135 | of field data suggests that these problems can be adequately managed | ||
| 126 | or minimized. An initial cost/benefit analysis demonstrates that | 136 | or minimized. An initial cost/benefit analysis demonstrates that | ||
| 127 | denitrifying bioreactors are cost effective and complementary to other | 137 | denitrifying bioreactors are cost effective and complementary to other | ||
| 128 | agri cultural management practices aimed at decreasing nitrogen loads | 138 | agri cultural management practices aimed at decreasing nitrogen loads | ||
| 129 | to surface waters. We conclude with recommendations for further | 139 | to surface waters. We conclude with recommendations for further | ||
| 130 | research to enhance performance of denitrifying bioreactors", | 140 | research to enhance performance of denitrifying bioreactors", | ||
| 131 | "notes_translated": { | 141 | "notes_translated": { | ||
| 132 | "es": "Low-cost and simple technologies are needed to reduce | 142 | "es": "Low-cost and simple technologies are needed to reduce | ||
| 133 | watershed export of excess nitrogen to sensitive aquatic ecosystems. | 143 | watershed export of excess nitrogen to sensitive aquatic ecosystems. | ||
| 134 | Denitrifying bioreactors are an approach where solid carbon substrates | 144 | Denitrifying bioreactors are an approach where solid carbon substrates | ||
| 135 | are added into the flow path of contaminated water. These carbon (C) | 145 | are added into the flow path of contaminated water. These carbon (C) | ||
| 136 | substrates (often fragmented wood-products) act as a C and energy | 146 | substrates (often fragmented wood-products) act as a C and energy | ||
| 137 | source to support denitrification; the conversion of nitrate | 147 | source to support denitrification; the conversion of nitrate | ||
| 138 | (NO3\u2212) to nitrogen gases. Here, we summarize the different | 148 | (NO3\u2212) to nitrogen gases. Here, we summarize the different | ||
| 139 | designs of denitrifying bioreactors that use a solid C substrate, | 149 | designs of denitrifying bioreactors that use a solid C substrate, | ||
| 140 | their hydrological connections, effectiveness, and factors that limit | 150 | their hydrological connections, effectiveness, and factors that limit | ||
| 141 | their performance. The main denitrifying bioreactors are: | 151 | their performance. The main denitrifying bioreactors are: | ||
| 142 | denitrification walls (intercepting shallow groundwater), denitrifying | 152 | denitrification walls (intercepting shallow groundwater), denitrifying | ||
| 143 | beds (intercepting concentrated discharges) and denitrifying layers | 153 | beds (intercepting concentrated discharges) and denitrifying layers | ||
| 144 | (intercepting soil leachate). Both denitrifcation walls and beds have | 154 | (intercepting soil leachate). Both denitrifcation walls and beds have | ||
| 145 | proven successful in appropriate field settings with NO3 \u2212 | 155 | proven successful in appropriate field settings with NO3 \u2212 | ||
| 146 | removal rates generally ranging from 0.01 to 3.6gNm\u22123 day\u22121 | 156 | removal rates generally ranging from 0.01 to 3.6gNm\u22123 day\u22121 | ||
| 147 | for walls and 2\u201322gNm\u22123 day\u22121 for beds, with the lower | 157 | for walls and 2\u201322gNm\u22123 day\u22121 for beds, with the lower | ||
| 148 | rates often associated with nitrate-limitations. Nitrate removal is | 158 | rates often associated with nitrate-limitations. Nitrate removal is | ||
| 149 | also limited by the rate of C supply from degrading substrate and | 159 | also limited by the rate of C supply from degrading substrate and | ||
| 150 | removal is operationally zero-order with respect to NO3 \u2212 | 160 | removal is operationally zero-order with respect to NO3 \u2212 | ||
| 151 | concentration primarily because the inputs of NO3 \u2212 into studied | 161 | concentration primarily because the inputs of NO3 \u2212 into studied | ||
| 152 | bioreactors have been generally high. In bioreactors where NO3 \u2212 | 162 | bioreactors have been generally high. In bioreactors where NO3 \u2212 | ||
| 153 | is not fully depleted, removal rates generally increase with | 163 | is not fully depleted, removal rates generally increase with | ||
| 154 | increasing temperature. Nitrate removal has been supported for up to | 164 | increasing temperature. Nitrate removal has been supported for up to | ||
| 155 | 15 years without further maintenance or C supplementation because wood | 165 | 15 years without further maintenance or C supplementation because wood | ||
| 156 | chips degrade suffi ciently slowly under anoxic conditions. There have | 166 | chips degrade suffi ciently slowly under anoxic conditions. There have | ||
| 157 | been few field-based comparisons of alternative C substrates to | 167 | been few field-based comparisons of alternative C substrates to | ||
| 158 | increase NO3\u2212 removal rates but laboratory trials suggest that | 168 | increase NO3\u2212 removal rates but laboratory trials suggest that | ||
| 159 | some alternatives could sup port greater rates of NO3\u2212 removal | 169 | some alternatives could sup port greater rates of NO3\u2212 removal | ||
| 160 | (e.g., corn cobs and wheat straw). Denitrifying bioreactors may have a | 170 | (e.g., corn cobs and wheat straw). Denitrifying bioreactors may have a | ||
| 161 | number of adverse effects, such as production of nitrous oxide and | 171 | number of adverse effects, such as production of nitrous oxide and | ||
| 162 | leaching of dissolved organic matter (usually only for the first few | 172 | leaching of dissolved organic matter (usually only for the first few | ||
| 163 | months after construction and start-up). The relatively small amount | 173 | months after construction and start-up). The relatively small amount | ||
| 164 | of field data suggests that these problems can be adequately managed | 174 | of field data suggests that these problems can be adequately managed | ||
| 165 | or minimized. An initial cost/benefit analysis demonstrates that | 175 | or minimized. An initial cost/benefit analysis demonstrates that | ||
| 166 | denitrifying bioreactors are cost effective and complementary to other | 176 | denitrifying bioreactors are cost effective and complementary to other | ||
| 167 | agri cultural management practices aimed at decreasing nitrogen loads | 177 | agri cultural management practices aimed at decreasing nitrogen loads | ||
| 168 | to surface waters. We conclude with recommendations for further | 178 | to surface waters. We conclude with recommendations for further | ||
| 169 | research to enhance performance of denitrifying bioreactors" | 179 | research to enhance performance of denitrifying bioreactors" | ||
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