Modifications
On 31 juillet 2025 à 12:05:13 TU,
IHP-WINS:
-
Renamed resource bupusa flood maps style to BuPuSa Flood Maps Style in Flood Exposure Maps for Buzi-Pungwe-Save (BuPuSa) Transboundary River Basins
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| 52 | posure-Maps-for-Buzi-Pungwe-Save-(BuPuSa)-Transboundary-River-Basins", | 52 | posure-Maps-for-Buzi-Pungwe-Save-(BuPuSa)-Transboundary-River-Basins", | ||
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| 57 | "license_title": "Creative Commons Non-Commercial (Any)", | 57 | "license_title": "Creative Commons Non-Commercial (Any)", | ||
| 58 | "license_url": "http://creativecommons.org/licenses/by-nc/2.0/", | 58 | "license_url": "http://creativecommons.org/licenses/by-nc/2.0/", | ||
| 59 | "lineage_process_steps": [], | 59 | "lineage_process_steps": [], | ||
| 60 | "lineage_source": [], | 60 | "lineage_source": [], | ||
| 61 | "maintainer": "Jorgen Van Der Biest", | 61 | "maintainer": "Jorgen Van Der Biest", | ||
| 62 | "maintainer_email": "j.van-der-biest@unesco.org", | 62 | "maintainer_email": "j.van-der-biest@unesco.org", | ||
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| 67 | "metadata_profile": [], | 67 | "metadata_profile": [], | ||
| 68 | "modified": "2025-07-31", | 68 | "modified": "2025-07-31", | ||
| 69 | "name": | 69 | "name": | ||
| 70 | exposure-maps-for-buzi-pungwe-save-bupusa-transboundary-river-basins", | 70 | exposure-maps-for-buzi-pungwe-save-bupusa-transboundary-river-basins", | ||
| 71 | "notes": "OpenLISEM is an open-source hydrological model suited for | 71 | "notes": "OpenLISEM is an open-source hydrological model suited for | ||
| 72 | the simulation of floods, flash floods and erosion events. The | 72 | the simulation of floods, flash floods and erosion events. The | ||
| 73 | following sections provide an overview of the results from the | 73 | following sections provide an overview of the results from the | ||
| 74 | OpenLISEM model used in the exposure mapping A 30x30m flood map | 74 | OpenLISEM model used in the exposure mapping A 30x30m flood map | ||
| 75 | (maximum flood height) for the BuPuSa region was developed for several | 75 | (maximum flood height) for the BuPuSa region was developed for several | ||
| 76 | points on the intensity-frequency-duration curve. This curve | 76 | points on the intensity-frequency-duration curve. This curve | ||
| 77 | represents the extreme value analysis (EVA) for the rainfall across | 77 | represents the extreme value analysis (EVA) for the rainfall across | ||
| 78 | the BuPuSa area. Based on 50 years of historic rainfall data from | 78 | the BuPuSa area. Based on 50 years of historic rainfall data from | ||
| 79 | TAMSAT the EVA is developed for a 1000 year period. From this | 79 | TAMSAT the EVA is developed for a 1000 year period. From this | ||
| 80 | different rainfall intensities area taken which are referred to at the | 80 | different rainfall intensities area taken which are referred to at the | ||
| 81 | return period. The statistical possibility of a certain rainfall | 81 | return period. The statistical possibility of a certain rainfall | ||
| 82 | intensity to happen once in X many years. Flood maps were developed | 82 | intensity to happen once in X many years. Flood maps were developed | ||
| 83 | for the following return periods: 1/2, 1/10, 1/50, 1/100 and 1/1000. | 83 | for the following return periods: 1/2, 1/10, 1/50, 1/100 and 1/1000. | ||
| 84 | In addition to 5 different return periods, two different scenarios | 84 | In addition to 5 different return periods, two different scenarios | ||
| 85 | were modeled. A short high intensity rainfall event that typically | 85 | were modeled. A short high intensity rainfall event that typically | ||
| 86 | causes flash floods, and a longer term lower intensity rainfall event | 86 | causes flash floods, and a longer term lower intensity rainfall event | ||
| 87 | that typically causes fluvial (river) floods. These events were | 87 | that typically causes fluvial (river) floods. These events were | ||
| 88 | represented by respectively a 6h rainfall event and a 14 day rainfall | 88 | represented by respectively a 6h rainfall event and a 14 day rainfall | ||
| 89 | event. As a result 10 different flood maps were developed.", | 89 | event. As a result 10 different flood maps were developed.", | ||
| 90 | "notes_translated": { | 90 | "notes_translated": { | ||
| 91 | "en": "OpenLISEM is an open-source hydrological model suited for | 91 | "en": "OpenLISEM is an open-source hydrological model suited for | ||
| 92 | the simulation of floods, flash floods and erosion events. The | 92 | the simulation of floods, flash floods and erosion events. The | ||
| 93 | following sections provide an overview of the results from the | 93 | following sections provide an overview of the results from the | ||
| 94 | OpenLISEM model used in the exposure mapping A 30x30m flood map | 94 | OpenLISEM model used in the exposure mapping A 30x30m flood map | ||
| 95 | (maximum flood height) for the BuPuSa region was developed for several | 95 | (maximum flood height) for the BuPuSa region was developed for several | ||
| 96 | points on the intensity-frequency-duration curve. This curve | 96 | points on the intensity-frequency-duration curve. This curve | ||
| 97 | represents the extreme value analysis (EVA) for the rainfall across | 97 | represents the extreme value analysis (EVA) for the rainfall across | ||
| 98 | the BuPuSa area. Based on 50 years of historic rainfall data from | 98 | the BuPuSa area. Based on 50 years of historic rainfall data from | ||
| 99 | TAMSAT the EVA is developed for a 1000 year period. From this | 99 | TAMSAT the EVA is developed for a 1000 year period. From this | ||
| 100 | different rainfall intensities area taken which are referred to at the | 100 | different rainfall intensities area taken which are referred to at the | ||
| 101 | return period. The statistical possibility of a certain rainfall | 101 | return period. The statistical possibility of a certain rainfall | ||
| 102 | intensity to happen once in X many years. Flood maps were developed | 102 | intensity to happen once in X many years. Flood maps were developed | ||
| 103 | for the following return periods: 1/2, 1/10, 1/50, 1/100 and 1/1000. | 103 | for the following return periods: 1/2, 1/10, 1/50, 1/100 and 1/1000. | ||
| 104 | In addition to 5 different return periods, two different scenarios | 104 | In addition to 5 different return periods, two different scenarios | ||
| 105 | were modeled. A short high intensity rainfall event that typically | 105 | were modeled. A short high intensity rainfall event that typically | ||
| 106 | causes flash floods, and a longer term lower intensity rainfall event | 106 | causes flash floods, and a longer term lower intensity rainfall event | ||
| 107 | that typically causes fluvial (river) floods. These events were | 107 | that typically causes fluvial (river) floods. These events were | ||
| 108 | represented by respectively a 6h rainfall event and a 14 day rainfall | 108 | represented by respectively a 6h rainfall event and a 14 day rainfall | ||
| 109 | event. As a result 10 different flood maps were developed.", | 109 | event. As a result 10 different flood maps were developed.", | ||
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| 119 | Programme (IHP), founded in 1975 following the International | 119 | Programme (IHP), founded in 1975 following the International | ||
| 120 | Hydrological Decade (1965-1974), is the only intergovernmental | 120 | Hydrological Decade (1965-1974), is the only intergovernmental | ||
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| 464 | "modified": "2025-07-31", | 464 | "modified": "2025-07-31", | ||
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| 484 | maps, the same file is used for all maps to compare flood areass", | 484 | maps, the same file is used for all maps to compare flood areass", | ||
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