PROCESS OF FLASH FLOODS DRAINAGE FROM GRAVEL ROADS
    1.
    发明申请
    PROCESS OF FLASH FLOODS DRAINAGE FROM GRAVEL ROADS 审中-公开
    从GRAVEL ROADS排放洪水的过程

    公开(公告)号:WO2018058203A3

    公开(公告)日:2018-04-05

    申请号:PCT/BA2017/000001

    申请日:2017-03-16

    Inventor: PETROVIĆ, Pero

    Abstract: Due to the increasing rainfall (rain, l/s, m 2 ) lately, the problem of drainage of torrential surface water from sections of gravel roads with longitudinal slope should be dealt with more efficiently than it was the case with road construction with transverse slope. By installing permeable channels with trapezoidal cross-section with higher permeability comparing to the unbound surface layer of road structure, the road life-cycle increases. The installation of channels slightly increases investment costs of the road construction. Trapezoidal cross-section should lead to the stability of channels installed in the layers of road pavement structure, whereas the crushed stone filling which is less dense than the surface wear layer of road pavement structure (mainly a cavity to accept water) enables the sinking of torrential water from the pavement structure and discharge away from the road.

    Abstract translation: 最近由于降雨量增加(雨,l / s,m <2>),纵向坡度的砂砾路段的暴雨地表水排水问题应为 处理比横向坡道路施工更有效。 通过安装具有梯形横截面的渗透通道,与未结合的路面结构层相比具有更高的渗透性,道路生命周期增加。 渠道的安装会稍微增加道路建设的投资成本。 梯形横截面应该导致铺设在路面结构层中的通道的稳定性,而比路面结构的表面磨损层(主要是用于接纳水的空腔)密度小的碎石填料能够使得 暴露在路面结构中的水分排出道路。

    PROCESS OF FLASH FLOODS DRAINAGE FROM GRAVEL ROADS WITH LONGITUDINAL SLOPE
    2.
    发明申请
    PROCESS OF FLASH FLOODS DRAINAGE FROM GRAVEL ROADS WITH LONGITUDINAL SLOPE 审中-公开
    纵向坡地砾石路面闪流洪水过程

    公开(公告)号:WO2018058203A2

    公开(公告)日:2018-04-05

    申请号:PCT/BA2017/000001

    申请日:2017-03-16

    Inventor: PETROVIĆ, Pero

    CPC classification number: E01C11/227 E01C19/15 Y02A10/395 Y02A30/68

    Abstract: Due to the increasing rainfall (rain, l/s, m 2 ) lately, the problem of drainage of torrential surface water from sections of gravel roads with longitudinal slope should be dealt with more efficiently than it was the case with road construction with transverse slope. By installing permeable channels with trapezoidal cross-section with higher permeability comparing to the unbound surface layer of road structure, the road life-cycle increases. The installation of channels slightly increases investment costs of the road construction. Trapezoidal cross-section should lead to the stability of channels installed in the layers of road pavement structure, whereas the crushed stone filling which is less dense than the surface wear layer of road pavement structure (mainly a cavity to accept water) enables the sinking of torrential water from the pavement structure and discharge away from the road.

    Abstract translation: 最近由于降雨量增加(雨,l / s,m <2>),纵向坡度的砂砾路段的暴雨地表水排水问题应为 处理比横向坡道路施工更有效。 通过安装具有梯形横截面的渗透通道,与未结合的路面结构层相比具有更高的渗透性,道路生命周期增加。 渠道的安装会稍微增加道路建设的投资成本。 梯形横截面应该导致铺设在路面结构层中的通道的稳定性,而比路面结构的表面磨损层(主要是用于接纳水的空腔)密度小的碎石填料能够使得 暴露在路面结构中的水分排出道路。

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