Advanced Materials Research
Vols. 271-273
Vols. 271-273
Advanced Materials Research
Vols. 268-270
Vols. 268-270
Advanced Materials Research
Vol. 267
Vol. 267
Advanced Materials Research
Vol. 266
Vol. 266
Advanced Materials Research
Vols. 264-265
Vols. 264-265
Advanced Materials Research
Vols. 261-263
Vols. 261-263
Advanced Materials Research
Vols. 255-260
Vols. 255-260
Advanced Materials Research
Vol. 254
Vol. 254
Advanced Materials Research
Vols. 250-253
Vols. 250-253
Advanced Materials Research
Vols. 243-249
Vols. 243-249
Advanced Materials Research
Vols. 239-242
Vols. 239-242
Advanced Materials Research
Vols. 236-238
Vols. 236-238
Advanced Materials Research
Vols. 233-235
Vols. 233-235
Advanced Materials Research Vols. 255-260
Paper Title Page
Abstract: The multi-methods of UBF-biological contact oxidation - enhanced coagulation- precipitation - fiber sand filtration has been applied to treatment a dyeing and printing wastewater, because it is with the characteristics of large flow, high CODcr, high chromaticity and toxic substances. The result showed: when the feed wate under the conditions of CODcr, BOD5, SS quality concentrations were 15000mg / L, 250mg / L,> 800mg / L and chromaticity blow 1000 times, effluent water quality can meet grade one of the national integrated wastewater discharge standards (GB8978-1996).
2736
Abstract: The flow characteristics and effects of aeration volume on velocity distribution of the fluid in primary reaction zone of multi-flora biological wastewater treatment reactor were studied with clean water. Experimental results demonstrated that the fluid in primary reaction zone formed non-symmetrical cycle flow in the vertical plane with lower flow velocity in the central area and higher flow velocity in the peripheral area under the lifting action of the bubbles from perforated aerated pipe. As the aeration volume varied from1.0 m3/h to 2.2 m3/h, the flow velocity of central points had lower increased rate contrary to the peripheral points with higher increased rate in primary reaction area. Thus, the decreasing gradient of flow velocity of the primary reaction zone from the outer race to the center could be changed by controlling the aeration volume. For the design and operation of multi-flora biological wastewater treatment reactor, the results had important guiding significances that were listed out.
2740
Abstract: In order to complete the geological survey of Harbin, it is necessary to understand the regime and law of groundwater in Harbin with the method of groundwater numerical modeling which requires the evaluation of groundwater resources quantity as a basic and critical step. Based on the analysis of hydrogeological conditions of the shallow aquifer in Harbin which includes the characteristics of aquifer system structure, boundary conditions, groundwater regime and recharge and discharge, a conceptual hydrogeological model has been built up with GMS (Groundwater Modeling System). With the numerical simulation model transferred by the conceptual model, the total amounts of renewable groundwater resources under different precipitation frequencies have been calculated. The result not only illustrates that the shallow aquifer in Harbin has certain potential in development and utilization but also provides some reference for managing a highly precise groundwater quantity evaluation by groundwater numerical modeling techniques.
2745
Abstract: In order to improve the bearing capacity of dredged sediment dump pond for succeeding foundation reinforcement construction, upper layer was placed with a layer of cement solidified crust (CSC). For the special double layer foundation, field plate load tests were conducted to study the behaviors of failure mode, deformation and ultimate bearing capacity. Test results show the failure mode of the double layer foundation takes punch failure mode, the settlement around 10-15cm, the failure angle around 33-36 degree, the ultimate bearing capacities have a lineal relationship with the unconfined compressive strength and thickness of CSC, respectively.
2751
Abstract: Energy conservation guides and supports people to save energy of existing buildings energy through policy guidance and painstaking ideological work. Through demonstration projects, a set of building energy efficiency market transformation model has been formed. This paper introduces the overview of the building, room function, the air conditioning system, maintenance of the structure as the fundamental basis for energy saving. On this basis, suitable energy-saving proposals and measures for the building are proposed.
2756
Abstract: Fracture initiation is a key factor of hydraulic fracturing, as lack of research on fracture initiation position.The perforation geostress mechanical model of low permeability reservoir is built according to the rock mechanics, seepage mechanics, elastic-plastic mechanics, considering solid-fluid coupling and rock material nonlinearity. Adopting the transient analysis, low-permeability reservoir geostress distribution of different stages is obtained using the finite element, such as drilling - cementing - perforation –fracturing. Determine the fracture initiation position and fracture pressure combining with the rock failure criterion. Calculated on well Ao332-32, the error rate of initiation pressure between test and calculation is 3.5 percent. It is proved that the model is reasonable.
2761
Abstract: In this research, the time-dependent changes induced in charge characteristics of phosphoric acid and lime treated quartz-rich kaolinitic soil were investigated. Also, in order to study the relationship between the exchange capacity and the pore water chemistry, pH measurements was performed on cured samples. Based on the collected data, it was found that the pH of stabilized soils showed a tendency for reaching soil’s natural pH with increasing curing time. In addition, the increase in number of broken bonds around the edges of soil particles and also the formation of cementitious compounds that acquired negative charges contributed to achieving higher CECp values at longer curing periods. From engineering point of view, the lime treated samples revealed the highest degree of improvement with an approximately 16-fold strength increase in comparison to the natural soil over an 8 months curing period.
2766
Abstract: Optimal allocations of water resources include initial water allocation and water right exchange in the water market. The spontaneous evolution of price competition strategies for completed water markets is analyzed using evolutionary game theory in this paper. This paper also analyzes the evolutionary process of bidding strategy of water supply enterprises and obtains the evolutionary stable strategy. Moreover, the practical significance of this strategy is analyzed and the related stability analysis is conducted. Studies real that the system is stable when water supply enterprises adopt the same strategy, i.e., they all quote a relatively high offer or offer according to the cost. At the same time official mechanism is brought forward to control and accommodate water market price strategy so as to show advantages.
2771
Abstract: A strain of bacteria X1 that can effectively degrade chlorpyrifos is isolated from the activated sludge in the aeration biological tank of municipal sewage treatment plant.X1 is G-.The degradation of chlorpyrifos and the growth are measured by different carbon and nitrogen sources, pH,and temperature.The results show that,the chlorpyrifos is not the single carbon source and nitrogen source to X1,and it has good growth and degradation rates when the pH value is 5.0 and 9.0,the temperature is about 30°C,and the best incubation time is two days,the additional carbon and nitrogen can make X1 grow better,but has little effect on the degradation rate.This study determined the best culture conditions for the bacterial X1 growth and degradation of chlorpyrifos,make theoretical basis for the development of antimicrobial and field application.
2776
Abstract: The paper is intended to investigate the effect of denitrification and COD removal in the post-denitrification biological filter process, adding an external carbon source. Tow carbon sources are dosed, methanol and sewage. The experiment performs in a tow-classes biological filter, oxic zone and anoxic zone, indicate that denitrification rate can be instantaneously increased through the addition of either carbon source. The perfect inputs flow of methanol and sewage are 20 mg/L and 0.2Q (Q is the effluent flow). These results indicate that methanol is better than sewage to denitrification as carbon source and the effluent concentration of COD was low.
2781