本工程填方地段设置两种形式浆砌片石排水沟，排水沟纵坡一般与路基纵坡一致

本工程填方地段设置两种形式浆砌片石排水沟，排水沟纵坡一般与路基纵坡一致，其中形式一排水沟底宽50厘米，深50厘米，内外侧坡度为1:1的浆砌片石水沟；形式二在经过农田段挡墙的排水沟外侧设置为30×80厘米的直墙，边沟底宽50厘米，深50厘米的浆砌片石水沟。

結果 (英文) 1:

This engineering fill lots set two species form pulp masonry tablets stone drains, drainage ditch longitudinal slope General and subgrade longitudinal slope consistent, which form a drains end of wide 50 cm, deep 50 cm, both inside and outside side slope for 1:1 of pulp masonry tablets stone ditch; form II in after farmland paragraph block wall of drains outside side set for 30x80 cm of straight wall, ditches end of wide 50 cm, deep 50 cm of pulp masonry tablets stone ditch.

結果 (英文) 2:

This project two forms fill area set mortar rubble drains, ditches Longitudinal Longitudinal generally consistent with the roadbed, which form a gutter bottom width 50 cm, 50 cm deep, inner and outer slope of 1: 1 mortar stone tablets ditch; two in the form of farmland through the outer section of retaining wall drains to 30 × 80 cm straight wall, ditch bottom width of 50 cm, 50 cm deep ditch of mortar rubble.

結果 (英文) 3:

This project set fill area two kinds of mortar rubble drains, drainage ditch slope and subgrade slope generally consistent, which forms a drainage ditch bottom 50 cm wide, 50 cm deep, and lateral gradient of 1:1 mortar rubble ditch; two in the form of a vertical wall after the drainage ditch is arranged on the outer side of the wall section of farmland 30 x 80 cm, side ditch bottom 50 cm wide, 50 cm deep stone ditch.