The invention discloses a geometric relationship-based
skew bridge navigation effective navigation net width determination method, and the method is calculated by adopting the following formula: l = B-C or E, and the two values are taken as large values, wherein l is the effective navigation net width, B is the actual navigation net width, C is the anti-collision facility occupation width, E is the
pier turbulence width, and C / E is the large value. When the
skew bridge is a forward bridge, the actual navigation net width is calculated by adopting the following formula: B = (L-b-a * tan(alpha))* cos(alpha); when the
skew bridge is a skew bridge, the actual navigation net width is calculated by adopting the following formula: B = (L-b) * cos(alpha), wherein L represents the span, b represents the width of a
pier or a bridge column, a represents the length of the
pier or the bridge column, and alpha represents the included angle between the
water flow direction and the normal direction of the bridge axis. Plane arrangement of the bridge is combined with
water flow navigation and river channel conditions of the bridge area, a basis is provided for planning and designing of the skew bridge, the effective navigation clear width can be obtained in the bridge
design stage, and therefore, the bridge navigation design scheme is optimized, and ship
navigation safety of the
water area ofthe bridge area is guaranteed.