dike造句
31. When the river dike is completed , the crops will be safe against floods.
32. The calculation methods of the stability closure dike end have been studiedcafefullly.
33. This paper develops a new method for numerical simulation on spur dike circumfluence.
34. The maximum depth of the pit is mainly related to the inflow angle, unit discharge and the perviousness of the dike etc. with the maximum impact from the Unit discharge.
35. The dyke (or dike in American English) intrudes through the even older rocks of African craton, the core of oldest rocks forming the continent of Africa.
36. We must take effective measures to prevent the dike from going out.
37. Fascine dike is one of the methods for the control of collapsing pits along river bank, which is actually a pervious dike piled up by the fascine bundles.
38. The commitment of is make stronger tender feelings water of dike dam.
39. The plutonic complex unit consists of gabbro, mafic cumulate and ultramafic cumulate. There exist complicated magmatic intrusive events in the plutonic complex and sheeted dike complex units.
40. The dike learned person will be willing with the world to be ambitious the gentleman to create happy tomorrow hand in hand.
41. The reservoir is an article of property first, the assets of reservoir include certain waters, and structural member such as dam, dike and water gate.
42. Emergence stratums are of Sinian , Devonian, Permian, Trias and intrusive Granite dike and coarse - grained granite dike.
43. For any n-layer vertical dike set with contrasts of electric resistivity, a set of equations of coefficients are derived for calculating the electricpotential in the point source field.
44. As an example, the overtop failure probability of a dike under different floodwater standards is analysed using measured annual maximum flood level at a hydrological station.
45. It is much as spokes of wheels around hubs formed by Spanish peaks and Dike Mountain.
46. The real dike pattern can be approximately duplicated theoretically by the superposition of two very simple stress fields.
47. According to the real-measured wave reflection coefficient of two kinds of open-caisson wharf structural types in front of dike under the action of wave, the relationship between them is verified.
12