Based on homothetic triangle theory,a new height computation method of pile type brige pier and ribbed plate type abutment post is introduced.

文章以一种新思维方-相似三角形原理计算桩墩、肋板台(肋板)顶高程。

Based on homothetic triangle theory, a new height computation method of pile type brige pier and ribbed plate type abutment post is introduced.

摘要文章以一种新思维方-相似三角形原理计算桩墩、肋板台（肋板）顶高程。

For lack of the theoretical calculation method at present,the skew bridge backwater is simulated in adopting circle pier and embank uncompressing river through hydraulic models.

梁建设多在天然河道进行,当墩阻水面占河道过水面例较小时,可以不考虑墩壅水影响。

With descending of the main pier s foundation slab and integral moving of pier,not only the navigable dimensions meet the demand,but also the influence on upbound ships is very li.

通过下降主墩承台及整体北移墩,使通航尺度达到要求,且对船舶上行影响极小。

Based on homothetic triangle theory,a new height computation method of pile type brige pier and ribbed plate type abutment post is introduced.

文章一种新的思维方式-相似三理计算桩柱式墩、肋板式台柱(肋板)顶高程。

Based on homothetic triangle theory, a new height computation method of pile type brige pier and ribbed plate type abutment post is introduced.

摘要文章一种新的思维方式-相似三理计算桩柱式墩、肋板式台柱（肋板）顶高程。

For lack of the theoretical calculation method at present,the skew bridge backwater is simulated in adopting circle pier and embank uncompressing river through hydraulic models.

梁建设多在天然河道进行,当墩阻水面积占河道过水面积的比例较小时,考虑墩壅水影响。

With descending of the main pier s foundation slab and integral moving of pier,not only the navigable dimensions meet the demand,but also the influence on upbound ships is very li.

通过下降主墩承台及整体北移墩,使通航尺度达到要求,且对船舶上行影响极小。

Based on homothetic triangle theory,a new height computation method of pile type brige pier and ribbed plate type abutment post is introduced.

文章以一种新的思维方-三角形原理计算桩柱、肋板台柱(肋板)顶高程。

Based on homothetic triangle theory, a new height computation method of pile type brige pier and ribbed plate type abutment post is introduced.

摘要文章以一种新的思维方-三角形原理计算桩柱、肋板台柱（肋板）顶高程。

For lack of the theoretical calculation method at present,the skew bridge backwater is simulated in adopting circle pier and embank uncompressing river through hydraulic models.

梁建设多在天然河道进行,当阻水面积占河道过水面积的比例较小时,可以不考壅水影响。

With descending of the main pier s foundation slab and integral moving of pier,not only the navigable dimensions meet the demand,but also the influence on upbound ships is very li.

通过下降主承台及整体北移,使通航尺度达到要求,且对船舶上行影响极小。

Based on homothetic triangle theory,a new height computation method of pile type brige pier and ribbed plate type abutment post is introduced.

文章以一种新的思维方式-相似三角形原理计算桩柱式墩、肋板式台柱(肋板)顶高程。

Based on homothetic triangle theory, a new height computation method of pile type brige pier and ribbed plate type abutment post is introduced.

摘要文章以一种新的思维方式-相似三角形原理计算桩柱式墩、肋板式台柱（肋板）顶高程。

For lack of the theoretical calculation method at present,the skew bridge backwater is simulated in adopting circle pier and embank uncompressing river through hydraulic models.

梁建设多在天然河道进行,当墩阻水面积占河道过水面积的比例较小时,可以不考虑墩壅水影响。

With descending of the main pier s foundation slab and integral moving of pier,not only the navigable dimensions meet the demand,but also the influence on upbound ships is very li.

通过下降主墩承台及整墩,使通航尺度达到要求,且对船舶上行影响极小。

Based on homothetic triangle theory,a new height computation method of pile type brige pier and ribbed plate type abutment post is introduced.

文章以一种新的思维方-相似三角形原理计算桩柱墩、台柱()顶高程。

Based on homothetic triangle theory, a new height computation method of pile type brige pier and ribbed plate type abutment post is introduced.

摘要文章以一种新的思维方-相似三角形原理计算桩柱墩、台柱（）顶高程。

For lack of the theoretical calculation method at present,the skew bridge backwater is simulated in adopting circle pier and embank uncompressing river through hydraulic models.

梁建设多在天然河进行,当墩阻面积占河面积的比例较小时,可以不考虑墩壅影响。

With descending of the main pier s foundation slab and integral moving of pier,not only the navigable dimensions meet the demand,but also the influence on upbound ships is very li.

通下降主墩承台及整体北移墩,使通航尺度达到要求,且对船舶上行影响极小。

Based on homothetic triangle theory,a new height computation method of pile type brige pier and ribbed plate type abutment post is introduced.

文章以一种新思维方-相似三角形原理计算桩柱、肋板台柱(肋板)顶高程。

Based on homothetic triangle theory, a new height computation method of pile type brige pier and ribbed plate type abutment post is introduced.

摘要文章以一种新思维方-相似三角形原理计算桩柱、肋板台柱（肋板）顶高程。

For lack of the theoretical calculation method at present,the skew bridge backwater is simulated in adopting circle pier and embank uncompressing river through hydraulic models.

梁建设多在天然河道进行,当阻水占河道过水比例较小时,可以不考虑壅水影响。

With descending of the main pier s foundation slab and integral moving of pier,not only the navigable dimensions meet the demand,but also the influence on upbound ships is very li.

通过下降主承台及整体北移,使通航尺度达到要求,且对船舶上行影响极小。

Based on homothetic triangle theory,a new height computation method of pile type brige pier and ribbed plate type abutment post is introduced.

文章以一种新的思维方式-相似三角形原理计算桩式墩、式台()顶高程。

Based on homothetic triangle theory, a new height computation method of pile type brige pier and ribbed plate type abutment post is introduced.

摘要文章以一种新的思维方式-相似三角形原理计算桩式墩、式台（）顶高程。

For lack of the theoretical calculation method at present,the skew bridge backwater is simulated in adopting circle pier and embank uncompressing river through hydraulic models.

梁建设多在天然河道进行,当墩阻占河道过的比例较小时,可以不考虑墩壅影响。

With descending of the main pier s foundation slab and integral moving of pier,not only the navigable dimensions meet the demand,but also the influence on upbound ships is very li.

通过下降主墩承台及整体北移墩,使通航尺度达到要求,且对船舶上行影响极小。

Based on homothetic triangle theory,a new height computation method of pile type brige pier and ribbed plate type abutment post is introduced.

文章以一种新的思维方式-相似三角形原理计算桩柱式、肋板式台柱(肋板)。

Based on homothetic triangle theory, a new height computation method of pile type brige pier and ribbed plate type abutment post is introduced.

摘要文章以一种新的思维方式-相似三角形原理计算桩柱式、肋板式台柱（肋板）。

For lack of the theoretical calculation method at present,the skew bridge backwater is simulated in adopting circle pier and embank uncompressing river through hydraulic models.

梁建设多在天然河道进行,当水面积占河道过水面积的比例较小时,可以不考虑壅水影响。

With descending of the main pier s foundation slab and integral moving of pier,not only the navigable dimensions meet the demand,but also the influence on upbound ships is very li.

通过下降主承台及整体北移,使通航尺度达到要求,且对船舶上行影响极小。

Based on homothetic triangle theory,a new height computation method of pile type brige pier and ribbed plate type abutment post is introduced.

文章以一种新的思维方-相似三角形原理计算桩柱墩、肋台柱(肋)顶高程。

Based on homothetic triangle theory, a new height computation method of pile type brige pier and ribbed plate type abutment post is introduced.

摘要文章以一种新的思维方-相似三角形原理计算桩柱墩、肋台柱（肋）顶高程。

For lack of the theoretical calculation method at present,the skew bridge backwater is simulated in adopting circle pier and embank uncompressing river through hydraulic models.

梁建设多在天然进行,当墩阻水面积占水面积的比例较小时,可以不考虑墩壅水影响。

With descending of the main pier s foundation slab and integral moving of pier,not only the navigable dimensions meet the demand,but also the influence on upbound ships is very li.

通下降主墩承台及整体北移墩,使通航尺度达到要求,且对船舶上行影响极小。