地理科学进展 ›› 2011, Vol. 30 ›› Issue (7): 805-810.doi: 10.11820/dlkxjz.2011.07.004

• 水文与气候变化 • 上一篇    下一篇

Priestley-Taylor公式的改进及其在互补蒸散模型中的应用

赵玲玲1, 王中根1, 夏军1, 陈喜2, 秦年秀2   

  1. 1. 中国科学院地理科学与资源研究所,北京100101;
    2. 河海大学水文院,南京210098
  • 收稿日期:2011-03-01 修回日期:2011-06-01 出版日期:2011-07-25 发布日期:2011-07-25
  • 作者简介:赵玲玲(1980-),女,汉,河南濮阳人,工程师,在读博士;主要研究方向为气候变化对水文水资源的影响。E-mail: linglingzhao@foxmail.com
  • 基金资助:

    国家重点基础研究973 项目(2010CB428406);国家自然科学基金项目(41071025)。

Improved Priestley-Taylor Method and Its Application in Complementary Relationship Evapotranspiration Model

ZHAO Lingling1, WANG Zhonggen1, XIA Jun1, CHEN Xi2, QIN Nianxiu2   

  1. 1. Institute of Geographic Sciences National Resources Research, CAS, Beijing 100101, China;
    2. Institute of Hydrological Hehai University, Nanjing 210098, China
  • Received:2011-03-01 Revised:2011-06-01 Online:2011-07-25 Published:2011-07-25

摘要: Priestley-Taylor 公式是无平流的假设条件下提出的,而实际情况很难满足。为了消除基本假设所带来的计算误差,原公式中引入修正系数α。但大量研究表明,修正系数α 具有很大的时空变异性,取值具有很大的不确定性。本文尝试直接引入平流项的方法来反映平流的影响作用。通过在乌江鸭池河流域进行实例验证分析,结果表明该方法具有一定的合理性,能够为冬季蒸散发的计算提供最小能量保证。相比原有的修正系数法,蒸散发的计算精度得到有效提高。特别是原有公式计算出现的冬季偏小、夏季偏大的情况得到了有效的改善。

关键词: Priestley-Taylor, 互补关系, 平流常数项, 区域蒸散发, 乌江流域

Abstract: Priestley-Taylor method is developed under the condition of non advection water vapour transport, however, this assumption is hardly satisfied in reality. Some researches introduced the parameter in order to eliminate the error brought by the non-advection assumption. According to many researches, the value of parameter has some uncertainty. This paper tries to introduce an advection coefficient to reflect the influence of advection on evaporation. The case analyses suggest that this method could provide the minimum energy for calculating evaporation in winter. Compared with the original formula, the calculation accuracy of evaporation has been effectively improved, especially in winter and summer.

Key words: advection constant coefficient, complementary relationship model, Priestley-Taylor method, regional evapotranspiration, Wujiang River basin