{
    "created": "2025-02-26 15:15:20",
    "updated": "2026-05-05 06:59:09",
    "id": "eff8c4b6-e26e-447f-96e8-5028733b2d2c",
    "version": 4,
    "ds_topic": null,
    "title_cn": "太湖流域及阳澄淀泖区、杭嘉湖区区域设计暴雨、设计洪水和设计水位数据集（1962-2021年）",
    "title_en": "Regional Design Storms, Design Floods and Design Levels Datasets for the Taihu Lake Basin, Mao Yangcheng Dian Mao Area and Hangjia Lake Area (1962-2021)",
    "ds_abstract": "<p>&emsp;&emsp;设计暴雨是为防洪除涝工程规划与设计拟定、控制时段雨量符合指定设计标准、时空分布符合当地降雨特性的暴雨过程，其关键技术参数包括致灾雨型、不同历时的设计雨量、时空分配组成等。\n<p>&emsp;&emsp;设计洪水位是指水利工程设计时，在一定设防标准条件下考虑保证工程防洪安全要求所设计的水位。在长江下游典型水系太湖流域这样的平原河网地区，设计洪水位是确定河道堤防堤顶高程，以及沿线的闸泵工程门顶高程等工程设计关键技术参数的最主要依据之一。",
    "ds_source": "<p>&emsp;&emsp;示范区相关区域已有规划确定的设计暴雨、设计洪水；不同控制时段降雨频率分析结果；各省市水文部门所公布的水文站特征水位、示范区相关区域已有规划确定的各主要代表站设计水位，不同重现期水位频率分析结果。数据集共包含1956-2020年太湖流域及各水利分区的特征水位及暴雨频率信息。",
    "ds_process_way": "<p>&emsp;&emsp;根据示范区所在的阳澄淀泖区和杭嘉湖区主要代表站有实测资料以来典型洪涝灾害发生年份年最高水位及发生时间，以最高水位发生前后降雨过程资料，分析各区域年最高水位涨水历时与降雨历时的关系；各站点不同重现期设计水位与历史实测水位、警戒水位及保证水位等特征水位关系分析。",
    "ds_quality": "<p>&emsp;&emsp;根据示范区所在的阳澄淀泖区和杭嘉湖区主要代表站有实测资料以来典型洪涝灾害发生年份年最高水位及发生时间，以最高水位发生前后降雨过程资料，分析得到的各区域年最高水位涨水历时与降雨历时的关系。\n<p>&emsp;&emsp;水位根据水文部门官方发布的特征水位以及相关地区已批复规划中的设计水位等进行分析，与本地区其他研究成果分析结论类似，符合区域水文和致灾特性，可以用于相关地区设计暴雨、设计洪水及设计水位协同性分析。",
    "ds_acq_start_time": "2022-05-01 00:00:00",
    "ds_acq_end_time": "2022-05-01 00:00:00",
    "ds_acq_place": "长江下游地区太湖流域",
    "ds_acq_lon_east": 121.95,
    "ds_acq_lat_south": 29.55,
    "ds_acq_lon_west": 115.45,
    "ds_acq_lat_north": 32.75,
    "ds_acq_alt_low": null,
    "ds_acq_alt_high": null,
    "ds_share_type": "login-access",
    "ds_total_size": 19725,
    "ds_files_count": 2,
    "ds_format": "*.xlsx",
    "ds_space_res": "0.1°",
    "ds_time_res": "日,年",
    "ds_coordinate": "无",
    "ds_projection": "",
    "ds_thumbnail": "eff8c4b6-e26e-447f-96e8-5028733b2d2c.png",
    "ds_thumb_from": 2,
    "ds_ref_way": "",
    "paper_ref_way": "",
    "ds_ref_instruction": "",
    "ds_from_station": null,
    "organization_id": "37eb642a-c117-47e4-a677-07ecffb4b8b7",
    "ds_serv_man": "李红星",
    "ds_serv_phone": "0931-4967592",
    "ds_serv_mail": "ncdc@lzb.ac.cn",
    "doi_value": "",
    "subject_codes": [
        "170.55"
    ],
    "quality_level": 3,
    "publish_time": "2025-02-27 18:55:43",
    "last_updated": "2025-06-30 11:40:07",
    "protected": false,
    "protected_to": null,
    "lang": "zh",
    "cstr": "11738.11.NCDC.NHRI.DB6772.2025",
    "i18n": {
        "en": {
            "title": "Regional Design Storms, Design Floods and Design Levels Datasets for the Taihu Lake Basin, Mao Yangcheng Dian Mao Area and Hangjia Lake Area (1962-2021)",
            "ds_format": "*.xlsx",
            "ds_source": "<p>&emsp; Design rainfall and design flood determined by existing plans in the relevant areas of the demonstration zone; results of rainfall frequency analysis for different control periods; characteristic water levels of hydrological stations published by the hydrological departments of provinces and cities, design water levels of major representative stations determined by existing plans in the relevant areas of the demonstration zone, and results of water level frequency analysis for different recurrence periods. The dataset contains the characteristic water level and rainfall frequency information of the Taihu Lake Basin and various water conservancy subregions from 1956 to 2020.",
            "ds_quality": "<p>&emsp; Based on the annual maximum water level and the time of occurrence of typical floods since the main representative stations of Yangcheng Dianma District and Hangjiahu District where the demonstration area is located have measured data, and with the information of rainfall process before and after the occurrence of the maximum water level, the relationship between the annual maximum water level and the rainfall duration in each region was analyzed.\n<p>&emsp; Water level is analyzed according to the characteristic water level officially released by the hydrological department as well as the design water level in the approved plan of the relevant region, etc. The analysis conclusions are similar to those of other research results of the region, which are in line with the regional hydrology and disaster-causing characteristics, and can be used for the synergistic analysis of the design rainstorms, design floods, and design water levels in the relevant regions.",
            "ds_ref_way": "",
            "ds_abstract": "<p>  Design storm is for flood control and flood control project planning and design, control time rainfall in line with the specified design standards, spatial and temporal distribution in line with the local rainfall characteristics of the rainstorm process, the key technical parameters include the type of rainfall, the design of rainfall at different times, spatial and temporal distribution of the composition of the flood control project planning and design.\n<p>  Design flood level refers to the design of water conservancy projects, in a certain set of defense standard conditions to ensure that the project flood safety requirements designed by the water level. In the lower reaches of the Yangtze River in the typical water system of the Taihu Lake basin such as the plains of the river network area, the design flood level is to determine the top of the river embankment elevation, as well as along the top of the gate of the gate and pump project elevation and other key technical parameters of the engineering design of the one of the most important basis.</p></p>",
            "ds_time_res": "日,年",
            "ds_acq_place": "The Taihu Lake Lake Basin in the lower reaches of the Yangtze River",
            "ds_space_res": "0.1°",
            "ds_projection": "",
            "ds_process_way": "<p>&emsp; Based on the annual maximum water level and the time of occurrence of typical flooding disasters since the main representative stations in Yangchengdian Mao and Hangjiahu areas where the demonstration area is located have measured data, analyze the relationship between the duration of the annual maximum water level and the duration of rainfall with the data of rainfall process before and after the occurrence of the maximum water level in each region; and analyze the relationship between the design water level of each station in different recurrence periods and the characteristic water levels such as the historically measured water level, the warning level and the guaranteed level, and so on.",
            "ds_ref_instruction": ""
        }
    },
    "submit_center_id": "ncdc",
    "data_level": 0,
    "license_type": "CC BY 4.0",
    "doi_reg_from": "reg_local",
    "cstr_reg_from": "reg_local",
    "doi_not_reg_reason": null,
    "cstr_not_reg_reason": null,
    "is_paper_in_submitting": false,
    "ds_topic_tags": [
        "长江下游地区",
        "太湖流域",
        "设计暴雨",
        "设计洪水",
        "设计水位"
    ],
    "ds_subject_tags": [
        "水文学"
    ],
    "ds_class_tags": [],
    "ds_locus_tags": [
        "中国",
        "长江下游",
        "太湖"
    ],
    "ds_time_tags": [
        1962,
        2021
    ],
    "ds_contributors": [
        {
            "true_name": "戴翀翌",
            "email": "dyureny@163.com",
            "work_for": "太湖流域管理局水利发展研究中心",
            "country": "中国"
        }
    ],
    "ds_meta_authors": [
        {
            "true_name": "戴翀翌",
            "email": "dyureny@163.com",
            "work_for": "太湖流域管理局水利发展研究中心",
            "country": "中国"
        }
    ],
    "ds_managers": [
        {
            "true_name": "戴翀翌",
            "email": "dyureny@163.com",
            "work_for": "太湖流域管理局水利发展研究中心",
            "country": "中国"
        }
    ],
    "category": "水文"
}