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Baishuihe landslide has occurred several deformations since the professional monitoring implementation.
The underground water level fluctuation is the comprehensive response of rainfall and reservoir water level.
The raise of underground water replenished by rainfall increases pore water pressure and leads to the change of hydrodynamic condition [10].
Curves of rainfall, reservoir water level, underground water level and landslide displacement Prediction of landslide displacement based BP neural network Mentioned before, select the rainfall, the water level and underground water level as influencing factors to predict relative displacement based the monitoring data of ZG118 from January 2005 to May 2009.
Through the analysis of landslide deformation characteristics, established the prediction model of landslide displacement based on rainfall, reservoir water level and underground water.

For example, the Duojia Bridge in Nanxiong, which is also known as Jielong Bridge, was changed into a dry road bridge because of the artificial diversion of water and the river bed was turned into a field (Fig.5).
The two newly added landscape lines extend naturally along with the Han River on both sides of the water.
The organization design of nodes should be done flexibly according to the symmetry or asymmetry of the natural flow of water systems to interact with the water bodies, form the field of mutual infiltration with the natural ecology and activate the characteristics of the environments.
Boundary spaces of the bridge and the ancient city have been compounded, the original constructions have been cleaned up, the square has been expanded, walls of the Ming Dynasty have been protected and motor ways and walking paths have been replanned to integrate the bridge landscape, the water body of the Han River, the ancient city walls, the historical blocks and the transitional space and expand the recreational space (Fig. 10).
The Epilogue The research on organic renewal design of landscapes of Guangdong historical bridges needs professional knowledge of architects and planners, but they are only a part of the long-term plan.

Pressure Human activities: energy industry transportation agriculture State Environment, Resoure: air, water land, soil animals nature resoure Response government family enterprise country internation pressure pollutant information resource decision decision-making information Fig. 2 The framework of P-S-R (OECD) PSIR Because of human activities on the influence of the environment can reflect out only through the environment condition index changing with time indirectly, the PSR frame deformates to Press- State- Impact- Response(PSIR) framework.
Objective weighting method is according the reflection of the statistical information of data, and subjective weighting method is combined with professional knowledge and expert experience to determine the indexes weights.
Objective weighting method is from subjective factors, clear and organized, but sometimes its result is from professional interpretation.
Proceedings of the Workshop Organized by the Land and Water Development Division FAO Agriculture Department, 1997, 2:5

Table 8 The main performance of superplasticize Appearance Appearane PH Paste flow [mm] Water reduction rates [%] Corrosion 28 days Shrinkage ratio [%] Tan 7~9 ≧{TTP}8807 235 18~25 No ≦{TTP}8806 125 Test Method Method.The test is carried on GB/T50081-2002 test method standards of mechanical properties of ordinary concrete.
Rapid freezing and thawing of concrete computer controlled testing machine is setted into freeze-thaw test cell with 17 ~ 23℃ water soaked for 4 days.
Then specimen barrel is setted into freeze-thaw test cell with the circular refrigerant repeated on specimens for cooling and heating, and the water inside and outside the specimen is periodically freezing and melting.
Table 10 Mix component and test results of orthogonal test Test No. gangue [%] fly ash [%] slag [%] 7dcompressi- ve strength [MPa] 28d compressive strength [MPa] 28d elastic modulus [GPa] D1 1(25) 1(15) 1(5) 20.6 33.8 23.1 D 2 1(25) 2(20) 2(10) 23.6 35.2 24.0 D 3 1(25) 3(25) 3(15) 20.8 33.5 23.2 D 4 2(30) 2(20) 3(10) 23.0 27.6 23.8 D 5 2(30) 3(25) 1(15) 24.1 38.6 24.3 D 6 2(30) 1(15) 2(5) 22.8 37.0 24.1 D 7 3(35) 3(25) 2(15) 21.5 31.5 24.2 D 8 3(35) 1(15) 3(5) 20.7 33.9 23.5 D 9 3(35) 2(20) 1(10) 20.6 28.4 22.3 28d compressive strength [MPa] 101.7 104.7 92.9 103.2 91.2 103.7 93.8 103.6 95 33.9 34.9 30.97 34.4 30.4 34.57 31.27 34.53 31.67 diff-eren-tial 3.13 4.5 3.6 28d elastic modulus [GPa] 70.3 67.6 69.7 72.2 70.1 72.3 70.0 71.7 70.5 23.43 22.53 23.23 24.07 23.37 24.1 23.3 23.9 23.5 Diff-eren-tial 0.77 1.37 0.87 Note: In the above mix, the water-cement ratio is 0.53, Sand ratio is 56%, superplasticizer takes up 0.75% of cementitious
As the B factor, the correct result about choosing the second level or the third level can not get only by mathematical analysis[3], to get realistic excellent combination which requires professional knowledge and experience.

Because of the lack of water and renewable resources, the proportion of non-fossil energy is clearly lower than other domestic cities.
Among them transport emissions grew rapidly and the water transport emissions toke a larger proportion. 1.3 Carbon sequestration reserves Carbon sequestration reserves of Qingdao are not abundant which mainly come from forestry.
We should accelerate the construction of shelterbelt network for coastal area, farmland, road, river together with water source, and the urban forest system.
Qingdao shall establish a public transport-oriented transport system and firmly advocate the development of water carriage, rail transport at the same time.
According to different situations and demands, the related training should be offered respectively including entrepreneurs, senior management personnel, professional and technicist.

Introduction China is the world's gas accident-prone countries, therefore, professional research institutions, universities and research institutes of coal system have invested a lot of manpower and material resources to carry out reaches about coal seam gas emission law, mine gas distribution law, burst danger zone and control technology [1,2].
Tab.3 A-B Judgment matrix Target layer A B1 B2 B3 B4 B1 1 3 5 4 B2 1/3 1 3 2 B3 1/5 1/3 1 2 B4 1/4 1/2 1/2 1 Target layer A Index layer X Fold structure X7 Fault structure X8 Coal seam gas distribution state A Gas occurrence conditions (B1) Regional geological conditions (B2) Coal seam dip angle X3 Coal seam outcrop X4 Coal metamorphism X5 Composite of structure X9 X9 Combination of structure X10 Hydrogeological conditions (B3) Water reservoir type X11 Unit water flow X12 Mining working conditions (B4) Mining influence stress distribution X14 Posed area of mining influence X15 X15 Coal and rock permeability X2 Burial depth of coal seam X1 Geological history of coal seam X6 Permeability coefficient X13 Mining influence rock displacement X16 Criterion layer B Fig.1.
Tab.8 Relative importance weight and sequence of each factor Target layer Criterion layer Index layer Sequence Factor Weight Coal seam gas distribution state Coal seam gas occurrence conditions Burial depth of coal seam 0.211 2 Coal and rock permeability 0.130 4 Coal seam dip angle 0.130 4 Coal seam outcrop 0.167 3 Coal metamorphism 0.0639 6 Geological history of coal seam 0.0639 6 Regional geological conditions Fold structure 0.117 5 Fault structure 0.0610 7 Composite of structure 0.0327 9 Combination of structure 0.0198 12 Hydrogeological conditions Water reservoir type 0.0468 8 Unit water flow 0.0234 11 Permeability coefficient 0.0468 8 Mining working conditions Mining influence stress distribution 0.477 1 Posed area of mining influence 0.0301 10 Mining influence rock displacement 0.019 13 As it shown in Table 8, the importance degree of each factor that impact coal seam gas distribution is different, some of these factors have a very important influence but others less affected

From the point of view of whole, the relationship of each index affecting teaching building design quality was considered at different professional angle.
As a result,the engineering design quality of the primary and secondary school teaching building can be quality assessment index system building index waterproof design and moisture-proof measures decoration design structural design pipeline engineering teaching and teaching Auxiliary room administrative office and living service room environment effect building equipment site selection building fire protection gas and electrical equipment equipment design or selection windows and doors design or selection energy saving water saving land saving material saving heating and air conditioning system maintenance structure architectural design lighting system new-type wall materials volume ratio use of renewable materials land utilization building materials recovery new technology in architectural design water-saving equipment and pipe rreusing of reclaimed water construction and installation period requirements control of construction and installation
Design document durability engineering design and follow-up work delivery time of design document design documents and construction schedule the foundation force rationality mitigation performance stress rationality of structure the foundation disaster resistance performance the calculation results of structure design mandatoryprovisions implementation development coordination the adaptive of development the integrity of design file projected depth building storey service life of architectural design school building constitution clear height area index structural safety traffic and evacuation building environment security structural material structural system the rule of structural Fireproof endurance rating and fire resistance limit the plane layout fire compartment and partition fire protection equipment evacuation from the classroom stair the corridors building entrance evacuation passage width intelligent building architecture electric water

At the same time, the following points were observed among the main environmental problems: - soil cover damage, which is caused primarily by erosion as a result of natural factors (arid climate, strong winds and global climate changes), as well as anthropogenic factors (cutting and damage of field protection belts, destruction of watercourses, construction of industrial enterprises on the left bank); - fresh water shortage due to a decrease in the amount of precipitation and peculiarities of the region, in particular, high mineralization of the underground water horizon; - pollution of the estuarine water area due to unauthorized discharge of wastewaters; - green areas reduction due to tree felling; - Territory littering, in particular, streams and lowlands, etc.
Prolonged shelling of the territory with weapons of various types, the passage of military equipment, mining caused significant impacts on the environment of these territories, among the main ones we can highlight following: - impact of fires on forest plantations, soils, valuable natural complexes; - damage to soils, forest plantations, valuable natural complexes due to the formation of craters from shells; - soil pollution as a result of falling fragments of projectiles, rocket fuel; - soil compaction due to the heavy equipment movement; - impact on the biodiversity of valuable natural complexes due to shelling (direct effect of fires and explosions, as well as the factor of disturbance, pollution); - pollution of the estuarine water area due to the spillage of oil products, rocket fuel, projectiles), - atmospheric air pollution caused by explosions and fires; - groundwater pollution caused by explosions, migration of pollutants.
Preparation of a professional opinion according to the established form with the attachment of incoming satellite images, in particular from the "Planet" service.

Over-exploitation results in ground collapse and then causes geological disasters; Water pollution mainly comes from discharging of mine water, in addition, a large number of smut influences human life and production as well.
About 40 million people in these cities are drinking shallow groundwater polluted by mine water [4].
It needs to speed up the training of the talents and improving the level of professional technology and enterprise management.
In addition, it is important to deal with water pollution and fog caused by resource exploitation and utilization, and do a good job in greening to achieve the change from “black” to “green”.

Table 2 Index system and integration methods of ecological civilization control area Object Evaluation System Evaluation Indicator Evaluation Weight Index integrated formula Ecological Civilization Construction Division Index System Ecological Economic Civilization Per Capita GDP 0.08 Ti=∑Tij*Wj Ti :comprehensive score of regional i; Tij : the standardize value of index j in regional i; Wj: the weight of index j Energy Consumptions Per GDP 0.06 Unit Land Output Value 0.06 Ecological Industry Output Value of GDP 0.08 Environmental Protection Product Rate 0.05 Ecological Social Civilization Concentration Degree of Population 0.06 Engel's Coefficient 0.07 The Coverage of Social Security System 0.05 Ecological Environment Civilization Ecological Comprehensive Treatment Rate 0.04 Forest Coverage 0.05 Soil erosion Proportion of The Total Land Area 0.05 Per Capita Land Resources 0.04 Per Capita Water Resources 0.08 Main Pollutant Total Amount Decrement Rate 0.06 Ecological Cultural Civilization
In order to maintenance and reconstruction of degraded ecosystem, ecological civilization control and protection area should maintain the function of water conservation of natural vegetation, prohibiting such behavior as deforestation.
To improve the bearing capacity of the environment and the provision of ecological product ability that enhance water conservation, soil and water conservation, biodiversity maintenance, ecological civilization repair area should further advance the ecological restoration engineering including comprehensive control of soil erosion, afforestation and so on.
The results show that, the center of gravity policy of ecological civilization construction in southern red soil erosion area should focus on developing the green industry, strengthening the agricultural professional support, and changing peasants’ livelihood such use methane ecological compensation mode to replace the original fuel wood resource consumption.
Subtropical Soil and Water Conservation, 1989, 1(1): 39-42