人民长江
人民長江
인민장강
Yangtze River
2015年
17期
1-6
,共6页
张晓鹤%李九发%姚弘毅%朱文武
張曉鶴%李九髮%姚弘毅%硃文武
장효학%리구발%요홍의%주문무
河床演变%人类活动%自动调整%长江河口南支
河床縯變%人類活動%自動調整%長江河口南支
하상연변%인류활동%자동조정%장강하구남지
river channel evolution%human activities%self-adjustment process%south branch of Yangtze River estuary
基于长江河口1997年以来大量的数字地形图和水文泥沙实测资料,分析研究了工程影响下南支河段河床自动调整过程. 结果表明:三峡水库蓄水以来,在来水量未变、来沙锐减背景下,南支河道水流流态较平稳,而河床持续冲刷,但2006年以后河床冲刷强度减小,现逐渐向冲淤平衡发展;河槽断面趋于窄深,白茆沙和新浏河沙沙体的变化对南支河段的稳定性影响较大,南北港分流口冲淤变化频繁,新浏河沙护滩工程起到了一定的"固滩、限流"作用,但并不能阻止新浏河沙和南沙头护堤前沿河床冲刷的势态. 建议对扁担沙沙尾采取适当的工程整治措施.
基于長江河口1997年以來大量的數字地形圖和水文泥沙實測資料,分析研究瞭工程影響下南支河段河床自動調整過程. 結果錶明:三峽水庫蓄水以來,在來水量未變、來沙銳減揹景下,南支河道水流流態較平穩,而河床持續遲刷,但2006年以後河床遲刷彊度減小,現逐漸嚮遲淤平衡髮展;河槽斷麵趨于窄深,白茆沙和新瀏河沙沙體的變化對南支河段的穩定性影響較大,南北港分流口遲淤變化頻繁,新瀏河沙護灘工程起到瞭一定的"固灘、限流"作用,但併不能阻止新瀏河沙和南沙頭護隄前沿河床遲刷的勢態. 建議對扁擔沙沙尾採取適噹的工程整治措施.
기우장강하구1997년이래대량적수자지형도화수문니사실측자료,분석연구료공정영향하남지하단하상자동조정과정. 결과표명:삼협수고축수이래,재래수량미변、래사예감배경하,남지하도수류류태교평은,이하상지속충쇄,단2006년이후하상충쇄강도감소,현축점향충어평형발전;하조단면추우착심,백묘사화신류하사사체적변화대남지하단적은정성영향교대,남북항분류구충어변화빈번,신류하사호탄공정기도료일정적"고탄、한류"작용,단병불능조지신류하사화남사두호제전연하상충쇄적세태. 건의대편담사사미채취괄당적공정정치조시.
Based on the digital topographic map and hydrological sediment data since 1997 and the recent hydrologic field ob-servations, the self-adjustment process of south branch in Yangtze estuary under the influence of Xinliuhe shoal protection works and Three Gorges Project are analyzed. The results indicate that the water fluvial regime is stable and the riverbed is in continu-ous erosion state under the condition of sharp sediment decrease and unchanged discharge since the completion of Three Gorge Project;the river bed is continuously scoured but the intensity has become smaller and has a new balance tendency since 2006;in the same period, the cross sections are narrower and deeper, the changes of Baimao and Xinliuhe shoals exert significant influ-ence on the stability of the channel; the erosion and deposition of south and north passage bifurcations changes frequently; the constructed Xinliuhe shoal protection works and Nanshatou channel submerged dike projects play a great role in shoal fixing and flow limiting, but can not prevent the trend of intense erosion at the front areas of Xinliuhe shoal and Nanshatou channel. Some effective measures should be taken to the tail of Biandan shoal.