1) Jinshan Valley
金山坝区
1.
The Studies of Economic Development Strategy in Jinshan Valley
丽江东郊金山坝区经济发展战略研究
2) Jinchuan dam area
金川坝区
1.
Through field observations and structural analysis and in light of the principle of classifying the joints according to their strikes and dips into conjugate joint sets and determining their phases,the joint structure developed in the Jinchuan dam area of the Dadu River was analyzed and studied.
运用野外观察分析和构造解析方法,遵循共轭节理配套分期原则对大渡河金川坝区发育的节理构造进行逐步分析研究,可将该区发育的NE向、NEE向,NEE向、SW向,倾向SW、倾向NE,倾向SEE和倾向NWW的节理构成4套共轭节理,分别属于区域北西向和南北向构造的组成。
3) Dam areas in mountainous region
山区平坝型
4) Houshan area of Bashang
坝上后山地区
5) Jinshan District
金山区
1.
The study of drawing forign investment in Shanghai Jinshan District;
上海金山区招商引资研究
2.
Frequency of Clinical Nuclear Diagnostic Procedures in 2008 in Jinshan District,Shanghai
上海市金山区2008年临床核医学诊断的年频率
3.
Through analysis of the new town planning in Jinshan District and Zhujing Town,this paper tries to give some preference to Shanghai.
通过对金山区朱泾镇的新市镇规划的分析,试图为上海市的新市镇规划提供一些有益的借鉴。
6) Jinshan new district
金山新区
1.
Analysis on the trip of residents in Jinshan new district of Fuzhou City
福州市金山新区居民出行特征分析
补充资料：井川坝
井川坝
Ikawa Dam
概 述
井川坝位于日本静冈县安倍郡井川村、大井川水系(Oigawa)大井川上。空心重力坝，最大坝高103.6m，水库总库容1.5亿m3。电站最大装机6.2万kW。1954年12月开工，1957年9月完建。
坝址两岸陡峭，基岩主要由硬砂岩、粘板岩、千枚岩、辉绿岩和硅质粘板岩构成。基岩静弹性模数平均值为1500MPa，动弹性模数平均为40000MPa。
坝址控制流域面积459.3km2，水库面积422hm2。有效库容1.25亿3。利用水深45m，最高蓄水位665.4m。
大坝坝顶长243m，坝体积43万m3。设计最大主压应力3.95MPa，最大主拉应力0.121MPa。溢洪道采用坝顶泄洪，设3扇高12.6m、宽11m的弧形闸门。泄量2400m3/s。