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著名的美国水文学家R·荷尔顿在1936年和1937年所发表的两篇论文中,根据美国河流的大量降雨洪水资料得出,在亏水期内,河槽蓄量V_p和控制断面的流量Q_p(除去地下迳流的,Q_p=Q—Q_r)之间,有着很好的指数关系: Q_p=γU_p~m”…………………(1) 在这里,指数的数值十分稳定,例如,在拉尔斯顿溪(在爱渥华州)的30次降雨洪水中,m值有25次近于0.60～0.80,有5次为0.80～1.00,有3次>1.00。在美国其他9条河的30次降雨洪水中,m值有16次为0.60～0.80,8次为0.80～1.00,4次为1.00～1.20,2次为1.20～1.30。
In two papers published in 1936 and 1937, the famous American hydrologist R Houlton concluded from the large amount of rainfall and flood data in the American rivers that during the period of the flood season, the fluvial reservoir volume V_p and the control section There is a good exponential relationship between Q_p (Q_p = Q-Q_r except for groundwater flow): Q_p = γU_p ~ m "(1) Here, the value of the index is very stable, For example, in thirty rains and floods over the Ralston Creek (in Lover Valley), m values ranged from 0.60 to 0.80 25 times, 0.80 to 1.00 for 5 times and 1.00> 1.00 for the United States In 30 rainfalls and floods of 9 rivers, the value of m was 0.60 ~ 0.80 for 16 times, 0.80 ~ 1.00 for 8 times, 1.00 ~ 1.20 for 4 times, and 1.20 ~ 1.30 for 2 times.