农业工程学报
農業工程學報
농업공정학보
2013年
24期
103-109
,共7页
陈喜靖%奚辉%肖华%许育新%张如良%沈阿林
陳喜靖%奚輝%肖華%許育新%張如良%瀋阿林
진희정%해휘%초화%허육신%장여량%침아림
降雨%温室%计算%雨水收集%集雨容积模数%集雨池容积%复蓄次数
降雨%溫室%計算%雨水收集%集雨容積模數%集雨池容積%複蓄次數
강우%온실%계산%우수수집%집우용적모수%집우지용적%복축차수
rain%greenhouses%calculations%rainwater harvesting%rain collection volume modulus%volume of tank%re-storage times
湿润地区降水量大,连栋温室集雨设计应以经济、适度集蓄为目标,需要确定合适集雨量和集雨池容积。为探明一种简便的计算方法,该文首先提出集雨容积模数用以描述雨水收集能力与收集程度,然后通过集雨量计算统计,选用origin8.0软件内含指数函数模型进行模拟,建立了集雨容积模数与雨水收集率的拟合方程,并提出集雨量计算式,且计算准确度不受降雨量大小影响。应用时,可利用公式和方程,测算任意集雨面积的全年可集雨总量,按集雨计划确定集雨容积模数,即可计算设计集雨池容积,计算方法对南方湿润地区的温室大棚集雨工程设计有广泛的应用和参考价值。
濕潤地區降水量大,連棟溫室集雨設計應以經濟、適度集蓄為目標,需要確定閤適集雨量和集雨池容積。為探明一種簡便的計算方法,該文首先提齣集雨容積模數用以描述雨水收集能力與收集程度,然後通過集雨量計算統計,選用origin8.0軟件內含指數函數模型進行模擬,建立瞭集雨容積模數與雨水收集率的擬閤方程,併提齣集雨量計算式,且計算準確度不受降雨量大小影響。應用時,可利用公式和方程,測算任意集雨麵積的全年可集雨總量,按集雨計劃確定集雨容積模數,即可計算設計集雨池容積,計算方法對南方濕潤地區的溫室大棚集雨工程設計有廣汎的應用和參攷價值。
습윤지구강수량대,련동온실집우설계응이경제、괄도집축위목표,수요학정합괄집우량화집우지용적。위탐명일충간편적계산방법,해문수선제출집우용적모수용이묘술우수수집능력여수집정도,연후통과집우량계산통계,선용origin8.0연건내함지수함수모형진행모의,건립료집우용적모수여우수수집솔적의합방정,병제출집우량계산식,차계산준학도불수강우량대소영향。응용시,가이용공식화방정,측산임의집우면적적전년가집우총량,안집우계화학정집우용적모수,즉가계산설계집우지용적,계산방법대남방습윤지구적온실대붕집우공정설계유엄범적응용화삼고개치。
As rainfall is large in humid region of southern China, greenhouse rainwater harvesting should be designed to collect rainwater economically and moderately. The capacity of the rainwater tank needs to be determined according to rainwater harvesting plan and demand for irrigation. In order to determine a proper volume of rainwater harvesting tank and search for correlative calculation method, a concept describing the level of rainwater collection, named Rain Collection Volume Modulus is proposed in this paper. Rain Collection Volume Modulus is defined as the rain-collecting facility volume in per 1000m2 of the rain-collecting area, the unit is mm. We collected meteorological observation data from 1993 to 2012 in the experimental district of Lanxi city Zhejiang Province, and then used exponential decay function to establish fitting equation with Rain Collection Volume Modulus as the independent variables. According to the equation, we can establish a query table containing capacity of rainfall collection, rate of rainwater collection, volume of tank and re-storage times under different Rain Collection Volume Modulus from 5-100mm (spacing 5mm) under the condition of 1000m2 rain-collecting area. In order to calculate the volume of tank in actual practice, we can know the amount of rainwater that can be collected under 1000m2 rain-colleting area according to the actual rain-collecting area and required rainfall. Therefore, the corresponding Volume Modulus could be found in the table. And the volume of tank could be calculated by multiplying the mentioned Rain Collection Volume Modulus and actual rain-collecting area. The same Rain Collection Volume Modulus means the same rain-collecting rate and same re-storage times. Meanwhile, different Rain Collection Volume Modulus could satisfy different economical demand of rainwater harvesting project. The error analysis shows that there is no obvious relationship between the calculation error with rainfall, and there is no significant discrepancy between Rain Collection Volume Modulu and the relative error, but the former is in proportion to absolute error. The study shows that the accuracy of calculated value is influenced by rainfall intensity, therefore, unusual rainfall that deviates from the average over the years will cause large error. Rainfall is too concentrated in 4 years among 20 years, causing a great loss of rainwater, so the error is higher. The result shows that the relative errors are basically within 10%. Nearly half of the errors were less than 5%, and the maximum absolute value of them was 26.2%.The absolute value of 20-year average relative error was 6.6%, which almost matched the difference of rainfall.Our study was completed in the average rainfall of 1500mm, which showed that the accuracy of calculation had no significant relationship with rainfall, so the calculation method can be applied to this locality, and also it is an important reference to most parts of the South China where the rainfall is between 1 000 mm to 2 000 mm.