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《卷一百十二工政十八江蘇水利中》
25  | 淮揚南襟大江。北帶黃河。西仰淮流。東俯滄海。其間v延數千里。諸水注匯。夙稱澤國。而運河一線。自北而南。橫亙其中。西則恃武墩高堰周橋翟壩為之障。北更使淮出清口。合黃入海。而淮揚得以寧居。東則恃範堤外諸海口為之洩。使高寶山鹽興江泰諸邑之水。循其地形高下以派分之。而七邑得以安堵。南則芒稻白塔兩河。分西水以入江。亦可洩水之二三。此其梗概也。即下河形勢而言。西南高而東北低。若廟灣海口。若天妃石崱Ｈ胄卵蟾酆？淞＝栽詼北流散。若丁溪海口。若白駒等場。會入龍港海口。亦皆在東北流散。其安豐以南諸場。雖有海口。而西北之水。並不南趨。此西北高而東北低之明驗也。海口既得所歸。應各尋河以導之。自廟灣而上。則有溝須溝東塘西塘射陽。以引澗河岡門。臨澤廣洋。以引子嬰界首諸閘堤水。自白駒丁溪諸場而上。有車路白兔海溝三河。接高郵運河。以引城南一帶滾堤閘水。以上支河不一。c絡相通。其間疏導之法。開新不如循舊。築高不如就低。迤遠不如取近。因勢利導。逐節疏通。一由廟灣逆流而下。約洩水十分之四。一由天妃石嵥沉鞫下。約洩水十分之三。其餘一分。芒稻河導之入江。至海口迅流。滔滔東注。此又素所目睹。必無海面高於河面者也。若夫串場一河。綿亙範堤。既為鹽艘利涉。又會引諸湖水傳送各場。以此海口最為關鍵。而河身淤墊。亟宜開浚。海口既導。引河既疏。自上流以至下流。必首尾貫徹。停洩有方。若夫上而涇河黃浦子嬰間。原有通河減水閘。下而諸水口。原有各場蓄洩諸閘。並應修建。使上下相應。隨水消長。以時宣洩。則水得長流。潮無內灌。永杜淤沒之患。亦無旱潦之憂。萬世樂利賴此矣。 |
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