{
    "created": "2020-11-12 02:31:50",
    "updated": "2026-05-09 06:46:29",
    "id": "dfe39348-235c-4dfc-a879-1fa53fa08b10",
    "version": null,
    "ds_topic": null,
    "title_cn": "2001-2010年黄土丘陵沟壑区第一副区裴家峁沟流域径流、泥沙观测数据集",
    "title_en": "Observation data set of runoff and sediment in peijiamaogou watershed, the first sub region of Loess Hilly and gully region, 1980-1990",
    "ds_abstract": "<p>本数据集为2001-2010年裴家峁沟流域径流站径流、泥沙观测数据，通过径流站测流断面水位观测，泥沙取样，计算产流时的径流、泥沙量。数据包括裴家峁沟径流站实测大断面图、实测流量成果表、洪水水文要素摘录表、逐次洪水测验成果表、逐日平均流量表、逐日平均含沙量表、逐日平均输沙率表。径流站情况见《裴家峁沟流域2001-2010年情况说明》。</p>",
    "ds_source": "<p>人工定时观测</p>",
    "ds_process_way": "<p>1.水位观测：裴家峁径流站利用设置的基本水尺进行水位测定。非汛期每日8时观测一次，如有降雨，日水位变化缓慢时8时、20时观测两次；日水位变化较大或出现缓慢的峰谷时按2时、8时、14时、20时观测四次。汛期水位变化剧烈时按6分钟的倍数观测。 2.测流方式：平水期流量小时用小浮标法施测，洪水期流量较大且暴涨暴落时用中泓浮标法，其每次较大洪水过程，一般测流不少于5次，每次投放2~5个中泓浮标，从中选用历时最短，运行正常、流速最为接近的2~3个为有效浮标，其运行历时相差不得超过10~15%为准则。 3.泥沙取样及处理：测流断面泥沙采用中泓浮标法取样，取沙次数取决于洪水水位变化的次数，洪峰时为控制含沙量变化而增加取样次数。样品处理采用置换法。</p>",
    "ds_quality": "<p>由专业技术人员进行人工观测；数据录入过程中经过四级人工校核，分别是制表、初校、复校、审核，以确保数据质量。</p>",
    "ds_acq_start_time": "2001-01-01 00:00:00",
    "ds_acq_end_time": "2010-12-31 00:00:00",
    "ds_acq_place": "陕西省榆林市绥德县裴家峁沟流域",
    "ds_acq_lon_east": 110.39555555555556,
    "ds_acq_lat_south": 37.481944444444444,
    "ds_acq_lon_west": 110.28333333333333,
    "ds_acq_lat_north": 37.558611111111105,
    "ds_acq_alt_low": 2.0,
    "ds_acq_alt_high": null,
    "ds_share_type": "apply-access",
    "ds_total_size": 150189,
    "ds_files_count": 7,
    "ds_format": "xls，doc，pdf",
    "ds_space_res": null,
    "ds_time_res": "分、日、次",
    "ds_coordinate": "WGS84",
    "ds_projection": "",
    "ds_thumbnail": "dfe39348-235c-4dfc-a879-1fa53fa08b10.jpg",
    "ds_thumb_from": 0,
    "ds_ref_way": "黄河水土保持绥德治理监督局（绥德水土保持科学试验站），2001-2010年黄土丘陵沟壑区第一副区裴家峁沟流域径流、泥沙观测数据集，国家冰川冻土沙漠科学数据中心(www.ncdc.ac.cn)，2020，doi：10.12072/ncdc.HWSDZhan.db0049.2020",
    "paper_ref_way": "",
    "ds_ref_instruction": "",
    "ds_from_station": null,
    "organization_id": "f447b2e7-0b54-4601-8d49-0164f2a3fd9a",
    "ds_serv_man": "敏玉芳",
    "ds_serv_phone": "093149675976",
    "ds_serv_mail": "myf@lzb.ac.cn",
    "doi_value": "",
    "subject_codes": null,
    "quality_level": 3,
    "publish_time": "2020-12-07 10:04:41",
    "last_updated": "2020-12-07 10:04:41",
    "protected": false,
    "protected_to": null,
    "lang": "zh",
    "cstr": "11738.11.ncdc.HWSDZhan.2020.125",
    "i18n": {
        "en": {
            "title": "Observation data set of runoff and sediment in peijiamaogou watershed, the first sub region of Loess Hilly and gully region, 1980-1990",
            "ds_format": "",
            "ds_source": "<p>Manual timing observation</p>",
            "ds_quality": "<p>Manual observation shall be conducted by professional technicians; during data entry, four levels of manual verification shall be conducted, including tabulation, primary calibration, re calibration and audit, so as to ensure data quality. </p>",
            "ds_ref_way": "",
            "ds_abstract": "<p>This data set is the runoff and sediment observation data of the runoff station in peijiamaogou watershed from 1980 to 1990. Through the water level observation and sediment sampling of the runoff station, the runoff and sediment amount during runoff generation are calculated. The data set includes the measured discharge results of peijiamao runoff station, Qiaogou runoff station, Qiaogou yizhigou runoff station and Qiaogou erzhigou runoff station, extract table of flood hydrological elements, successive flood test results, daily average discharge table, daily average sediment concentration table and daily average sediment transport rate table. </p>",
            "ds_time_res": "分、日、次",
            "ds_acq_place": "",
            "ds_space_res": "",
            "ds_projection": "",
            "ds_process_way": "<p> 1. The method of observing the water level of the runoff station is: read the water gauge of the current measurement section of the current measurement section. It is observed once every day during the non-flood season. If there is rainfall, the daily water level changes slowly at 8 o'clock and 20 o'clock. Twice; Observe four times at 2 o'clock, 8 o'clock, 14 o'clock, and 20 o'clock when the daily water level changes greatly or there are slow peaks and valleys. Observe the multiples of 6 minutes when the water level changes drastically during the flood season.\n2. Flow measurement method of Peijiagou runoff station: the small-buoy method is used to measure the flow during the flat water period, and the Zhonghong buoy method is used when the flow is large during the flood period and soars sharply. 5 times, 2 ~ 5 Zhonghong buoys are dropped each time, and 2 ~ 3 effective buoys with the shortest history, normal operation and the closest flow velocity are selected from them, and the difference between their operating history should not exceed 10 ~ 15% as a guideline. At the same time, observation of different wind directions, wind power and other ancillary items in the current measurement.\n3. The flow measurement method of Qiaogou runoff station: Triangular groove flow measurement is adopted, and the flow calculation adopts the push flow formula.\n4. Qiaogou one ditch and Qiaogou two ditch runoff station flow measurement methods: Basel water trough flow measurement was used from 2001 to 2005, and triangle trough water flow measurement was used from 2006 to 2010. The flow calculation adopts the push flow formula.\n5. Sediment sampling and treatment: Zhonghong buoy method is used to sample the sediment on the cross-section of the river. The frequency of sediment sampling depends on the number of changes in the flood level. During the flood peak, the number of samplings is increased to control the change of the sediment content. Samples were processed using the displacement method. </ p>",
            "ds_ref_instruction": "                                                                                "
        }
    },
    "submit_center_id": "ncdc",
    "data_level": 0,
    "license_type": "https://creativecommons.org/licenses/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": [
        "径流模数",
        "径流系数",
        "输沙率",
        "水位",
        "侵蚀模数",
        "流量",
        "含沙量",
        "径流深度",
        "径流量",
        "土壤流失量"
    ],
    "ds_subject_tags": [
        "水文气象学"
    ],
    "ds_class_tags": [],
    "ds_locus_tags": [
        "绥德",
        "裴家峁沟",
        "榆林",
        "陕西省"
    ],
    "ds_time_tags": [
        2001,
        2002,
        2003,
        2004,
        2005,
        2006,
        2007,
        2008,
        2009,
        2010
    ],
    "ds_contributors": [
        {
            "true_name": "黄河水土保持绥德治理监督局（绥德水土保持科学试验站）",
            "email": "hhstbcsdzljdj@163.com",
            "work_for": "黄河水土保持绥德治理监督局（绥德水土保持科学试验站）",
            "country": "中国"
        }
    ],
    "ds_meta_authors": [
        {
            "true_name": "雷欣",
            "email": "hhstbcsdzljdj@163.com",
            "work_for": "黄河水土保持绥德治理监督局（绥德水土保持科学试验站）",
            "country": "中国"
        }
    ],
    "ds_managers": [
        {
            "true_name": "郭玉梅",
            "email": "hhstbcsdzljdj@163.com",
            "work_for": "黄河水土保持绥德治理监督局（绥德水土保持科学试验站）",
            "country": "中国"
        },
        {
            "true_name": "黄河水土保持绥德治理监督局（绥德水土保持科学试验站）",
            "email": "hhstbcsdzljdj@163.com",
            "work_for": "黄河水土保持绥德治理监督局（绥德水土保持科学试验站）",
            "country": "中国"
        }
    ],
    "category": "水土保持"
}