Changes
On September 18, 2023 at 12:04:17 PM UTC,
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Added resource README.txt to Data for: Micropollutant concentration fluctuations in combined sewer overflows require short sampling intervals
f | 1 | { | f | 1 | { |
2 | "author": "[\"Furrer, Viviane\", \"Mutzner, Lena\", \"Ort, | 2 | "author": "[\"Furrer, Viviane\", \"Mutzner, Lena\", \"Ort, | ||
3 | Christoph\", \"Singer, Heinz\"]", | 3 | Christoph\", \"Singer, Heinz\"]", | ||
4 | "author_email": null, | 4 | "author_email": null, | ||
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9 | "value": "Furrer, V., Mutzner, L., Singer, H., & Ort, C. (2023). | 9 | "value": "Furrer, V., Mutzner, L., Singer, H., & Ort, C. (2023). | ||
10 | Micropollutant concentration fluctuations in combined sewer overflows | 10 | Micropollutant concentration fluctuations in combined sewer overflows | ||
11 | require short sampling intervals. Water Research X, 100202. | 11 | require short sampling intervals. Water Research X, 100202. | ||
12 | https://doi.org/10.1016/j.wroa.2023.100202\n" | 12 | https://doi.org/10.1016/j.wroa.2023.100202\n" | ||
13 | }, | 13 | }, | ||
14 | { | 14 | { | ||
15 | "key": "doi", | 15 | "key": "doi", | ||
16 | "value": "10.25678/0009A2" | 16 | "value": "10.25678/0009A2" | ||
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38 | { | 38 | { | ||
39 | "key": "paper_doi", | 39 | "key": "paper_doi", | ||
40 | "value": "10.1016/j.wroa.2023.100202" | 40 | "value": "10.1016/j.wroa.2023.100202" | ||
41 | }, | 41 | }, | ||
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44 | "value": "https://doi.org/10.1016/j.wroa.2023.100202" | 44 | "value": "https://doi.org/10.1016/j.wroa.2023.100202" | ||
45 | }, | 45 | }, | ||
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48 | "value": "none" | 48 | "value": "none" | ||
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118 | }, | 118 | }, | ||
119 | { | 119 | { | ||
120 | "key": "substances_generic", | 120 | "key": "substances_generic", | ||
121 | "value": "[\"micropollutants\", \"pharmaceuticals\", | 121 | "value": "[\"micropollutants\", \"pharmaceuticals\", | ||
122 | \"pesticides\", \"road runoff\"]" | 122 | \"pesticides\", \"road runoff\"]" | ||
123 | }, | 123 | }, | ||
124 | { | 124 | { | ||
125 | "key": "systems", | 125 | "key": "systems", | ||
126 | "value": "[\"sewage system\"]" | 126 | "value": "[\"sewage system\"]" | ||
127 | }, | 127 | }, | ||
128 | { | 128 | { | ||
129 | "key": "tags_string", | 129 | "key": "tags_string", | ||
130 | "value": "combined sewer overflow,sampling,dynamics,polar | 130 | "value": "combined sewer overflow,sampling,dynamics,polar | ||
131 | organic pollutants,high temporal resolution measurements" | 131 | organic pollutants,high temporal resolution measurements" | ||
132 | }, | 132 | }, | ||
133 | { | 133 | { | ||
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135 | "value": "[]" | 135 | "value": "[]" | ||
136 | }, | 136 | }, | ||
137 | { | 137 | { | ||
138 | "key": "taxa_generic", | 138 | "key": "taxa_generic", | ||
139 | "value": "[]" | 139 | "value": "[]" | ||
140 | }, | 140 | }, | ||
141 | { | 141 | { | ||
142 | "key": "timerange", | 142 | "key": "timerange", | ||
143 | "value": "[\"2022-04\", \"2022-08\"]" | 143 | "value": "[\"2022-04\", \"2022-08\"]" | ||
144 | }, | 144 | }, | ||
145 | { | 145 | { | ||
146 | "key": "variables", | 146 | "key": "variables", | ||
147 | "value": "[\"discharge\", \"concentration\", \"waterlevel\"]" | 147 | "value": "[\"discharge\", \"concentration\", \"waterlevel\"]" | ||
148 | } | 148 | } | ||
149 | ], | 149 | ], | ||
150 | "groups": [], | 150 | "groups": [], | ||
151 | "id": "a8d7f88f-9541-4b08-af3b-ce3193a2c4ff", | 151 | "id": "a8d7f88f-9541-4b08-af3b-ce3193a2c4ff", | ||
152 | "isopen": false, | 152 | "isopen": false, | ||
153 | "license_id": null, | 153 | "license_id": null, | ||
154 | "license_title": null, | 154 | "license_title": null, | ||
155 | "maintainer": "Furrer, Viviane", | 155 | "maintainer": "Furrer, Viviane", | ||
156 | "maintainer_email": "Ort, Christoph <Christoph.Ort@eawag.ch>", | 156 | "maintainer_email": "Ort, Christoph <Christoph.Ort@eawag.ch>", | ||
157 | "metadata_created": "2023-09-18T12:04:17.057895", | 157 | "metadata_created": "2023-09-18T12:04:17.057895", | ||
158 | "metadata_modified": "2023-09-18T12:04:17.057903", | 158 | "metadata_modified": "2023-09-18T12:04:17.057903", | ||
159 | "name": | 159 | "name": | ||
160 | t-concentration-fluctuations-in-cso-require-short-sampling-intervals", | 160 | t-concentration-fluctuations-in-cso-require-short-sampling-intervals", | ||
161 | "notes": "Combined sewer overflows (CSOs) are an important pathway | 161 | "notes": "Combined sewer overflows (CSOs) are an important pathway | ||
162 | of organic micropollutants from urban areas to open water bodies. | 162 | of organic micropollutants from urban areas to open water bodies. | ||
163 | Understanding the temporal dynamics of these micropollutants during | 163 | Understanding the temporal dynamics of these micropollutants during | ||
164 | overflow events is crucial for applying appropriate sampling methods | 164 | overflow events is crucial for applying appropriate sampling methods | ||
165 | and implementing effective management strategies. Yet, little is known | 165 | and implementing effective management strategies. Yet, little is known | ||
166 | about the dynamics of micropollutants in CSOs, because most studies | 166 | about the dynamics of micropollutants in CSOs, because most studies | ||
167 | report concentrations from single grab samples or event mean | 167 | report concentrations from single grab samples or event mean | ||
168 | concentrations (EMCs). With unique high temporal resolution | 168 | concentrations (EMCs). With unique high temporal resolution | ||
169 | measurements (3 minutes), we show the real dynamics of polar organic | 169 | measurements (3 minutes), we show the real dynamics of polar organic | ||
170 | micropollutants in CSOs of one small (2,700 people: P) and one large | 170 | micropollutants in CSOs of one small (2,700 people: P) and one large | ||
171 | (159,000 P) urban catchment, for two micropollutant categories: (i) 33 | 171 | (159,000 P) urban catchment, for two micropollutant categories: (i) 33 | ||
172 | micropollutants in municipal wastewater and (ii) 13 micropollutants | 172 | micropollutants in municipal wastewater and (ii) 13 micropollutants | ||
173 | from urban surface runoff. The concentration dynamics depend on the | 173 | from urban surface runoff. The concentration dynamics depend on the | ||
174 | substance source and the catchment size. Indoor substances such as | 174 | substance source and the catchment size. Indoor substances such as | ||
175 | pharmaceuticals show high temporal dynamics with changes of 1\u20132 | 175 | pharmaceuticals show high temporal dynamics with changes of 1\u20132 | ||
176 | orders of magnitude within 9 minutes in the CSO of the small | 176 | orders of magnitude within 9 minutes in the CSO of the small | ||
177 | catchment. In contrast, outdoor substances at the small catchment and | 177 | catchment. In contrast, outdoor substances at the small catchment and | ||
178 | all substances at the large catchment display considerably lower | 178 | all substances at the large catchment display considerably lower | ||
179 | variation. We tested various time-proportional sampling strategies to | 179 | variation. We tested various time-proportional sampling strategies to | ||
180 | assess the range of error when estimating EMCs. We recommend an | 180 | assess the range of error when estimating EMCs. We recommend an | ||
181 | interval of 3 minutes to capture the dynamics of indoor substances in | 181 | interval of 3 minutes to capture the dynamics of indoor substances in | ||
182 | CSOs from small catchments. The results highlight that both future | 182 | CSOs from small catchments. The results highlight that both future | ||
183 | monitoring campaigns and the planning and management of urban | 183 | monitoring campaigns and the planning and management of urban | ||
184 | wet-weather treatment systems will benefit from high temporal sampling | 184 | wet-weather treatment systems will benefit from high temporal sampling | ||
185 | resolutions, not only to understand dynamics but also to minimize | 185 | resolutions, not only to understand dynamics but also to minimize | ||
186 | errors of estimated EMCs. ", | 186 | errors of estimated EMCs. ", | ||
n | 187 | "num_resources": 0, | n | 187 | "num_resources": 1, |
188 | "num_tags": 5, | 188 | "num_tags": 5, | ||
189 | "organization": { | 189 | "organization": { | ||
190 | "approval_status": "approved", | 190 | "approval_status": "approved", | ||
191 | "created": "2019-09-18T14:07:20.081429", | 191 | "created": "2019-09-18T14:07:20.081429", | ||
192 | "description": "Research in this department aims at the urban | 192 | "description": "Research in this department aims at the urban | ||
193 | water system as an entity and at developing the corresponding | 193 | water system as an entity and at developing the corresponding | ||
194 | ecological, economical and social services into a sustainable future. | 194 | ecological, economical and social services into a sustainable future. | ||
195 | In addition to traditional questions concerning urban hygiene and | 195 | In addition to traditional questions concerning urban hygiene and | ||
196 | water pollution control, the sustainable use and management of the | 196 | water pollution control, the sustainable use and management of the | ||
197 | resources is a primary concern.", | 197 | resources is a primary concern.", | ||
198 | "id": "6ce248d1-f765-4c21-af67-046d79d45864", | 198 | "id": "6ce248d1-f765-4c21-af67-046d79d45864", | ||
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201 | "is_organization": true, | 201 | "is_organization": true, | ||
202 | "name": "urban-water-management", | 202 | "name": "urban-water-management", | ||
203 | "state": "active", | 203 | "state": "active", | ||
204 | "title": "Urban Water Management", | 204 | "title": "Urban Water Management", | ||
205 | "type": "organization" | 205 | "type": "organization" | ||
206 | }, | 206 | }, | ||
207 | "owner_org": "6ce248d1-f765-4c21-af67-046d79d45864", | 207 | "owner_org": "6ce248d1-f765-4c21-af67-046d79d45864", | ||
208 | "private": false, | 208 | "private": false, | ||
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212 | { | ||||
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214 | "cache_last_updated": null, | ||||
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216 | "citation": "Furrer, V., Mutzner, L., Singer, H., & Ort, C. | ||||
217 | (2023). Data for: Micropollutant concentration fluctuations in | ||||
218 | combined sewer overflows require short sampling intervals. Eawag: | ||||
219 | Swiss Federal Institute of Aquatic Science and Technology.", | ||||
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215 | "display_name": "combined sewer overflow", | 245 | "display_name": "combined sewer overflow", | ||
216 | "id": "0ce13a16-641b-4790-b38b-9c18e5d10682", | 246 | "id": "0ce13a16-641b-4790-b38b-9c18e5d10682", | ||
217 | "name": "combined sewer overflow", | 247 | "name": "combined sewer overflow", | ||
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250 | "title": "Data for: Micropollutant concentration fluctuations in | 280 | "title": "Data for: Micropollutant concentration fluctuations in | ||
251 | combined sewer overflows require short sampling intervals", | 281 | combined sewer overflows require short sampling intervals", | ||
252 | "type": "dataset", | 282 | "type": "dataset", | ||
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