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SEEPAGE FLOW INTO FLORIDA LAKES1

机译:渗入佛罗里达湖泊1

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ABSTRACT:Direct measurements indicate that subsurface seepage in the littoral zone contributed 17.5 and 2.0 percent of the total hydraulic inputs, respectively, to Lakes Conway and Apopka, Florida. Two variations of seepage measuring devices were evaluated and gave relative standard deviations of 7 and 24 percent. Measurement inaccuracies were minimized by using large diameter (0.9 cm ID) plastic tubing. For a given transect perpendicular to shore, flow patterns were reproducible over time. Seepage flows ranged from 0 to 112 1/m2‐day and most were between 4 and 30 1/m2‐day. The detection limit was about 0.2 1/m2‐day for a one‐hour collection period. Seepage occured primarily within 30 m of shore and generally decreased exponentially with distance from shore. The shape of the bottom profile influenced flow patterns; lake bottoms with steeper slopes had higher flows that were compressed within a narrower zone. After a short‐term rain event at Lake Conway, seepage flows increased rapidly to 2.4 times the prerain flow for 1 h and decreased to near background within
机译:摘要:直接测量表明,沿海地区的地下渗漏分别占佛罗里达州康威湖和阿波普卡湖总水力输入的17.5%和2.0%。评估了渗漏测量装置的两种变体,并给出了7%和24%的相对标准偏差。通过使用大直径(0.9 cm ID)塑料管,将测量误差降至最低。对于垂直于岸边的给定样带,流动模式随时间推移是可重复的。渗流流量范围为0至112 1/m2-天,大多数在4-30 1/m2-天之间。收集时间为1小时,检测限约为0.2 1/m2-day。渗漏主要发生在距海岸30 m以内,随距岸距离的增加,渗漏普遍呈指数递减。底部剖面的形状影响了流动模式;坡度较陡的湖底流量较高,被压缩在较窄的区域内。在康威湖发生短期降雨事件后,渗流流量迅速增加至雨前流量的2.4倍,持续1 h,并减少到接近背景

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