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On July 10, 2024 at 8:44:30 AM UTC,
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Added resource README.md to Data for: Connecting blue-green infrastructure elements to reduce combined sewer overflows
f | 1 | { | f | 1 | { |
2 | "author": [ | 2 | "author": [ | ||
3 | "Cavadini, Giovan Battista", | 3 | "Cavadini, Giovan Battista", | ||
4 | "Rodriguez, Mayra", | 4 | "Rodriguez, Mayra", | ||
5 | "Cook, Lauren M." | 5 | "Cook, Lauren M." | ||
6 | ], | 6 | ], | ||
7 | "author_email": null, | 7 | "author_email": null, | ||
8 | "citation_publication": "Cavadini, G. B., Rodriguez, M., & Cook, L. | 8 | "citation_publication": "Cavadini, G. B., Rodriguez, M., & Cook, L. | ||
9 | M. (2024). Connecting blue-green infrastructure elements to reduce | 9 | M. (2024). Connecting blue-green infrastructure elements to reduce | ||
10 | combined sewer overflows. Journal of Environmental Management, 365, | 10 | combined sewer overflows. Journal of Environmental Management, 365, | ||
11 | 121465. https://doi.org/10.1016/j.jenvman.2024.121465\n", | 11 | 121465. https://doi.org/10.1016/j.jenvman.2024.121465\n", | ||
12 | "creator_user_id": "064a4293-f097-4005-98d5-65b49b35ccf3", | 12 | "creator_user_id": "064a4293-f097-4005-98d5-65b49b35ccf3", | ||
13 | "doi": "10.25678/000CV4", | 13 | "doi": "10.25678/000CV4", | ||
14 | "geographic_name": [ | 14 | "geographic_name": [ | ||
15 | "Fehraltorf" | 15 | "Fehraltorf" | ||
16 | ], | 16 | ], | ||
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23 | "license_id": null, | 23 | "license_id": null, | ||
24 | "license_title": null, | 24 | "license_title": null, | ||
25 | "maintainer": "Cavadini, Giovan Battista", | 25 | "maintainer": "Cavadini, Giovan Battista", | ||
26 | "maintainer_email": "Cook, Lauren <lauren.cook@eawag.ch>", | 26 | "maintainer_email": "Cook, Lauren <lauren.cook@eawag.ch>", | ||
27 | "metadata_created": "2024-07-10T08:44:29.889876", | 27 | "metadata_created": "2024-07-10T08:44:29.889876", | ||
n | 28 | "metadata_modified": "2024-07-10T08:44:29.889882", | n | 28 | "metadata_modified": "2024-07-10T08:44:30.418556", |
29 | "name": | 29 | "name": | ||
30 | lue-green-infrastructure-elements-to-reduce-combined-sewer-overflows", | 30 | lue-green-infrastructure-elements-to-reduce-combined-sewer-overflows", | ||
31 | "notes": "By infiltrating and retaining stormwater, Blue-Green | 31 | "notes": "By infiltrating and retaining stormwater, Blue-Green | ||
32 | Infrastructure (BGI) can help to reduce Combined Sewer Overflows | 32 | Infrastructure (BGI) can help to reduce Combined Sewer Overflows | ||
33 | (CSOs), one of the main causes of urban water pollution. Several | 33 | (CSOs), one of the main causes of urban water pollution. Several | ||
34 | studies have evaluated the ability of individual BGI types to reduce | 34 | studies have evaluated the ability of individual BGI types to reduce | ||
35 | CSOs; however, the effect of combining these elements, likely to occur | 35 | CSOs; however, the effect of combining these elements, likely to occur | ||
36 | in reality, has not yet been thoroughly evaluated. Moreover, the CSO | 36 | in reality, has not yet been thoroughly evaluated. Moreover, the CSO | ||
37 | volume reduction potential of relevant components of the urban | 37 | volume reduction potential of relevant components of the urban | ||
38 | drainage system, such as detention ponds, has not been quantified | 38 | drainage system, such as detention ponds, has not been quantified | ||
39 | using hydrological models. This study presents a systematic way to | 39 | using hydrological models. This study presents a systematic way to | ||
40 | assess the potential of BGI combinations to mitigate CSO discharge in | 40 | assess the potential of BGI combinations to mitigate CSO discharge in | ||
41 | a catchment near Zurich (Switzerland). Sixty BGI combinations, | 41 | a catchment near Zurich (Switzerland). Sixty BGI combinations, | ||
42 | including four BGI elements (bioretention cells, permeable pavement, | 42 | including four BGI elements (bioretention cells, permeable pavement, | ||
43 | green roofs, and detention ponds) and four different implementation | 43 | green roofs, and detention ponds) and four different implementation | ||
44 | rates (25%, 50%, 75%, and 100% of the available sewer catchment area) | 44 | rates (25%, 50%, 75%, and 100% of the available sewer catchment area) | ||
45 | are evaluated for four runoff routing schemes. Results reveal that BGI | 45 | are evaluated for four runoff routing schemes. Results reveal that BGI | ||
46 | combinations can provide substantial CSO volume reductions; however, | 46 | combinations can provide substantial CSO volume reductions; however, | ||
47 | combinations including detention ponds can potentially increase CSO | 47 | combinations including detention ponds can potentially increase CSO | ||
48 | frequency, due to runoff prolongation. When runoff from upstream areas | 48 | frequency, due to runoff prolongation. When runoff from upstream areas | ||
49 | is routed to the BGI, the CSO discharge reductions from combinations | 49 | is routed to the BGI, the CSO discharge reductions from combinations | ||
50 | of BGI elements differ from the cumulative CSO discharge reductions | 50 | of BGI elements differ from the cumulative CSO discharge reductions | ||
51 | achieved by individual BGI types, indicating that the sum of effects | 51 | achieved by individual BGI types, indicating that the sum of effects | ||
52 | from individual BGI types cannot accurately predict CSO discharge in | 52 | from individual BGI types cannot accurately predict CSO discharge in | ||
53 | combined BGI scenarios. Moreover, larger BGI implementation areas are | 53 | combined BGI scenarios. Moreover, larger BGI implementation areas are | ||
54 | not consistently more cost-effective than small implementation areas, | 54 | not consistently more cost-effective than small implementation areas, | ||
55 | since the additional CSO volume reduction does not outweigh the | 55 | since the additional CSO volume reduction does not outweigh the | ||
56 | additional costs. The best-performing BGI combination depends on the | 56 | additional costs. The best-performing BGI combination depends on the | ||
57 | desired objective, being CSO volume reduction, CSO frequency reduction | 57 | desired objective, being CSO volume reduction, CSO frequency reduction | ||
58 | or cost-effectiveness. This study emphasizes the importance of BGI | 58 | or cost-effectiveness. This study emphasizes the importance of BGI | ||
59 | combinations and detention ponds in CSO mitigation plans, highlighting | 59 | combinations and detention ponds in CSO mitigation plans, highlighting | ||
60 | their critical factors\u2014BGI types, implementation area, and runoff | 60 | their critical factors\u2014BGI types, implementation area, and runoff | ||
61 | routing\u2014 and offering a novel and systematic approach to develop | 61 | routing\u2014 and offering a novel and systematic approach to develop | ||
62 | tailored BGI strategies for urban catchments facing CSO challenges.", | 62 | tailored BGI strategies for urban catchments facing CSO challenges.", | ||
n | 63 | "num_resources": 0, | n | 63 | "num_resources": 1, |
64 | "num_tags": 5, | 64 | "num_tags": 5, | ||
65 | "open_data": "true", | 65 | "open_data": "true", | ||
66 | "organization": { | 66 | "organization": { | ||
67 | "approval_status": "approved", | 67 | "approval_status": "approved", | ||
68 | "created": "2019-09-18T14:07:20.081429", | 68 | "created": "2019-09-18T14:07:20.081429", | ||
69 | "description": "Research in this department aims at the urban | 69 | "description": "Research in this department aims at the urban | ||
70 | water system as an entity and at developing the corresponding | 70 | water system as an entity and at developing the corresponding | ||
71 | ecological, economical and social services into a sustainable future. | 71 | ecological, economical and social services into a sustainable future. | ||
72 | In addition to traditional questions concerning urban hygiene and | 72 | In addition to traditional questions concerning urban hygiene and | ||
73 | water pollution control, the sustainable use and management of the | 73 | water pollution control, the sustainable use and management of the | ||
74 | resources is a primary concern.", | 74 | resources is a primary concern.", | ||
75 | "id": "6ce248d1-f765-4c21-af67-046d79d45864", | 75 | "id": "6ce248d1-f765-4c21-af67-046d79d45864", | ||
76 | "image_url": | 76 | "image_url": | ||
77 | eadmin/Domain1/Abteilungen/sww/Bilder/SWW_Webpage_Var3-01-01_840.png", | 77 | eadmin/Domain1/Abteilungen/sww/Bilder/SWW_Webpage_Var3-01-01_840.png", | ||
78 | "is_organization": true, | 78 | "is_organization": true, | ||
79 | "name": "urban-water-management", | 79 | "name": "urban-water-management", | ||
80 | "state": "active", | 80 | "state": "active", | ||
81 | "title": "Urban Water Management", | 81 | "title": "Urban Water Management", | ||
82 | "type": "organization" | 82 | "type": "organization" | ||
83 | }, | 83 | }, | ||
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85 | "paper_doi": "10.1016/j.jenvman.2024.121465", | 85 | "paper_doi": "10.1016/j.jenvman.2024.121465", | ||
86 | "private": false, | 86 | "private": false, | ||
87 | "publicationlink": "https://doi.org/10.1016/j.jenvman.2024.121465", | 87 | "publicationlink": "https://doi.org/10.1016/j.jenvman.2024.121465", | ||
88 | "publicationlink_dora": | 88 | "publicationlink_dora": | ||
89 | "https://www.dora.lib4ri.ch/eawag/islandora/object/eawag:33046", | 89 | "https://www.dora.lib4ri.ch/eawag/islandora/object/eawag:33046", | ||
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102 | { | 130 | { | ||
103 | "display_name": "SWMM", | 131 | "display_name": "SWMM", | ||
104 | "id": "89f537f3-33d1-42ef-98af-cda90491ae65", | 132 | "id": "89f537f3-33d1-42ef-98af-cda90491ae65", | ||
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106 | "state": "active", | 134 | "state": "active", | ||
107 | "vocabulary_id": null | 135 | "vocabulary_id": null | ||
108 | }, | 136 | }, | ||
109 | { | 137 | { | ||
110 | "display_name": "combined sewer overflows", | 138 | "display_name": "combined sewer overflows", | ||
111 | "id": "d478dde6-77fa-497c-bd35-e720e9a3c180", | 139 | "id": "d478dde6-77fa-497c-bd35-e720e9a3c180", | ||
112 | "name": "combined sewer overflows", | 140 | "name": "combined sewer overflows", | ||
113 | "state": "active", | 141 | "state": "active", | ||
114 | "vocabulary_id": null | 142 | "vocabulary_id": null | ||
115 | }, | 143 | }, | ||
116 | { | 144 | { | ||
117 | "display_name": "detention ponds", | 145 | "display_name": "detention ponds", | ||
118 | "id": "fb03138c-c4de-43f7-bf22-efb6689b770d", | 146 | "id": "fb03138c-c4de-43f7-bf22-efb6689b770d", | ||
119 | "name": "detention ponds", | 147 | "name": "detention ponds", | ||
120 | "state": "active", | 148 | "state": "active", | ||
121 | "vocabulary_id": null | 149 | "vocabulary_id": null | ||
122 | }, | 150 | }, | ||
123 | { | 151 | { | ||
124 | "display_name": "sustainable urban drainage systems", | 152 | "display_name": "sustainable urban drainage systems", | ||
125 | "id": "868c8348-3e13-44f4-85a1-8fcd305d91d3", | 153 | "id": "868c8348-3e13-44f4-85a1-8fcd305d91d3", | ||
126 | "name": "sustainable urban drainage systems", | 154 | "name": "sustainable urban drainage systems", | ||
127 | "state": "active", | 155 | "state": "active", | ||
128 | "vocabulary_id": null | 156 | "vocabulary_id": null | ||
129 | }, | 157 | }, | ||
130 | { | 158 | { | ||
131 | "display_name": "urban drainage", | 159 | "display_name": "urban drainage", | ||
132 | "id": "69c9cda3-d987-4699-8ecd-482887e4ce90", | 160 | "id": "69c9cda3-d987-4699-8ecd-482887e4ce90", | ||
133 | "name": "urban drainage", | 161 | "name": "urban drainage", | ||
134 | "state": "active", | 162 | "state": "active", | ||
135 | "vocabulary_id": null | 163 | "vocabulary_id": null | ||
136 | } | 164 | } | ||
137 | ], | 165 | ], | ||
138 | "tags_string": "sustainable urban drainage systems,combined sewer | 166 | "tags_string": "sustainable urban drainage systems,combined sewer | ||
139 | overflows,urban drainage,SWMM,detention ponds", | 167 | overflows,urban drainage,SWMM,detention ponds", | ||
140 | "taxa": [], | 168 | "taxa": [], | ||
141 | "taxa_generic": [], | 169 | "taxa_generic": [], | ||
142 | "timerange": [ | 170 | "timerange": [ | ||
143 | "1990-01-01 TO 2019-12-31" | 171 | "1990-01-01 TO 2019-12-31" | ||
144 | ], | 172 | ], | ||
145 | "title": "Data for: Connecting blue-green infrastructure elements to | 173 | "title": "Data for: Connecting blue-green infrastructure elements to | ||
146 | reduce combined sewer overflows", | 174 | reduce combined sewer overflows", | ||
147 | "type": "dataset", | 175 | "type": "dataset", | ||
148 | "url": "https://doi.org/10.25678/000CV4/", | 176 | "url": "https://doi.org/10.25678/000CV4/", | ||
149 | "variables": [ | 177 | "variables": [ | ||
150 | "none" | 178 | "none" | ||
151 | ], | 179 | ], | ||
152 | "version": null | 180 | "version": null | ||
153 | } | 181 | } |