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| 1 | Nitrogen and phosphorus removal in pilot-scale anaerobic-anoxic oxidation ditch system显示文摘完成氮和磷移动的高效率并且调查同时的氮的硝化作用和脱氮磷移动( SNDPR )的规则, SNDPR 损坏和恢复的一堂整个功课在飞行员规模被学习,厌氧--缺氧的氧化阴沟( OD ),在此厌氧的地区的体积, OD 系统的缺氧的地区,和阴沟地区分别地是 7 , 21 ,和 280 L 。反应堆与 336 L/d 的流动率用市政的废水被喂。同时的氮的硝化作用和脱氮(SND ) 的概念率(rSND ) 被提出确定 SND。结果显示那:(1 ) 高氮和磷移动效率在稳定的 SND 阶段,总氮(TN ) 和磷酸盐(TP ) 移动评估的总数期间被完成分别地是 80% 和 85% ;(2 ) 当系统过分地被充气时, SND 的稳定性从 80% ~ 20% 或少些被损坏,并且 rSND 落下;(3 ) 到在自河的 NH4+ 的 NOx 的比率的自然对数有一道线性相关到氧化减小潜力(ORP ) ;(4 ) 什么时候 NO3?是不到 6 mg/L,高磷移动效率能被完成;(5 ) 从磷移动(DNPR ) 能发生在嫌气的,厌气的,厌氧的,缺氧缺氧的 OD 系统。主要革新是 SND 率被设计并且确定。 | PENG Yongzhen HOU Hongxun WANG Shuying CUI Youwei Zhiguo Yuan | 2008 | Journal of Environmental Sciences2008，20，4： | 35 |
| 2 | Effect of wastewater COD/N ratio on aerobic nitrifying sludge granulation and microbial population shift显示文摘The effect of COD/N ratio on the granulation process and microbial population succession was investigated.Four identical sequencing batch reactors,R1,R2,R3 and R4,were operated with various initial COD/N ratios ranging from 0/200 to 800/200(m/m).Ethanol was fed as the source of COD.Aerobic granules were successfully cultivated in R2 and R3,operating with the COD/N ratio of 200/200 and 400/200,respectively.Scanning electron microscope observations indicated that short rod-shaped and spherical bacteria were dominant in R2,while granules produced in R3 were surrounded with a large amount of filamentous bacteria.The average specific nitritation rate in R2 and R3 were 0.019 and 0.008 mg N/(mg MLVSS.hr),respectively.Fluorescence in situ hybridization results demonstrated that nitrifying bacteria population was enriched remarkably in R2.It indicated that nitrification ability and nitrifying bacteria population were enriched remarkably at low COD/N ratio.However,no granules were formed in R1 and R4 which might attribute to either limited or excessive extracellular polymeric substances production.This study contributed to a better understanding of the role of COD/N ratio in nitrifying sludge granulation. | Lei Wu Chengyao Peng Yongzhen Peng Lingyun Li Shuying Wang Yong Ma | 2012 | Journal of Environmental Sciences2012，24，2： | 29 |
| 3 | Denitrifying phosphorus removal in a step-feed CAST with alternating anoxic-oxic operational strategy显示文摘A bench-scale cyclic activated sludge technology(CAST) was operated to study the biological phosphorus removal performance and a series of batch tests was carried out to demonstrate the accumulation of denitrifying polyphosphate-accumulating organisms(DNPAOs) in CAST system.Under all operating conditions,step-feed CAST with enough carbon sources in influent had the highest nitrogen and phosphorus removal effciency as well as good sludge settling performance.The average removal rate of COD,NH4+-N,PO43--P and total nitrogen(TN) was 88.2%,98.7%,97.5% and 92.1%,respectively.The average sludge volume index(SVI) was 133 mL/g.The optimum anaerobic/aerobic/anoxic(AOA) conditions for the cultivation of DNPAOs could be achieved by alternating anoxic/oxic operational strategy,thus a significant denitrifying phosphorus removal occurred in step-feed CAST.The denitrification of NOx--N completed quickly due to step-feed operation and enough carbon sources,which could enhance phosphorus release and further phosphorus uptake capability of the system.Batch tests also proved that polyphosphate-accumulating organisms(PAOs) in the step-feed process had strong denitrifying phosphorus removal capacity.Both nitrate and nitrite could be used as electron acceptors in denitrifying phosphorus removal.Low COD supply with step-feed operation strategy would favor DNPAOs accumulation. | MA Juan PENG Yongzhen WANG Shuying WANG Li LIU Yangt MA Ningpin | 2009 | Journal of Environmental Sciences2009，21，9： | 27 |
| 4 | Advanced landfill leachate treatment using a two-stage UASB-SBR system at low temperature显示文摘A two-stage upflow anaerobic sludge blanket(UASB) and sequencing batch reactor(SBR) system was introduced to treat landfill leachate for advanced removal of COD and nitrogen at low temperature.In order to improve the total nitrogen(TN) removal efficiency and to reduce the COD requirement for denitrification,the raw leachate with recycled SBR nitrification supernatant was pumped into the first-stage UASB(UASB1) to achieve simultaneous denitrification and methanogenesis.The results showed that UASB1 played an important role in COD removal and UASB2 and SBR further enhanced the nutrient removal efficiency.When the organic loading rates of UASB1,UASB2 and SBR were 11.95,1.63 and 1.29 kg COD/(m3·day),respectively,the total COD removal efficiency of the whole system reached 96.7%.The SBR acted as the real undertaker for NH4+-N removal due to aerobic nitrification.The system obtained about 99.7% of NH4+-N removal efficiency at relatively low temperature(14.9-10.9°C).More than 98.3% TN was removed through complete denitrification in UASB1 and SBR.In addition,temperature had a significant effiect on the rates of nitrification and denitrification rather than the removal of TN and NH4+-N once the complete nitrification and denitrification were achieved. | Hongwei Sun,Qing Yang,Yongzhen Peng,Xiaoning Shi,Shuying Wang,Shujun Zhang Key Laboratory of Beijing Water Quality Science and Water Envirocnnment Recovery Engineering,Beijing University of Technology,Beijing 100124,China | 2010 | Journal of Environmental Sciences2010，22，4： | 26 |
| 5 | Achieving nitritation at low temperatures using free ammonia inhibition on Nitrobacter and real-time control in an SBR treating landfill leachate显示文摘Free ammonia(FA) inhibition on nitrite-oxidized bacteria(NOB) and real-time control are used to achieve nitrogen removal from landfill leachate via nitrite pathway at low temperatures in sequencing batch reactor. The inhibition of FA on NOB activity during the aerobic period was prolonged using real-time control. The degree of nitrite accumulation was monitored along with variations of the ammonia-oxidizing bacteria and NOB population using fluorescence in situ hybridization techniques. It is demonstrated that the end-point of ammonia oxidization is detected from the on-line measured dissolved oxygen,oxidization–reduction potential, and p H signals, which could avoid the loss the FA inhibition on NOB caused by excess aeration. At low temperature(13.0–17.6°C), the level of nitrite pathway rapidly increased from 19.8% to 90%, suggesting that nitritation was successfully started up at low temperature by applying syntrophic association of the FA inhibition and real-time control, and then this high level of nitrite pathway was stably maintained for as long as 233 days. Mechanism analysis shows that the establishment of nitritation was primarily the result of predominant ammonia-oxidizing bacteria developed in the nitrifying bacteria population compared to NOB. This was mainly due to a gradual reduction of nitrite amount that is available to provide energy for the growth of NOB,eventually leading to the elimination of NOB from the bacterial clusters in sequencing batch reactor sludge system. | Hongwei Sun Yongzhen Peng Shuying Wang Juan Ma | 2015 | Journal of Environmental Sciences2015，27，4： | 20 |
| 6 | Achieving partial nitrification by inhibiting the activity of Nitrospira-like bacteria under high-DO conditions in an intermittent aeration reactor显示文摘It is generally accepted that a low dissolved oxygen(DO) concentration is more beneficial for achieving partial nitrification than high-DO. In this study, partial nitrification was not established under low-DO conditions in an intermittent aeration reactor for treating domestic wastewater. During the operational period of low-DO conditions(DO: 0.3 ±0.14 mg/L), stable complete nitrification was observed. The abundance of Nitrospira-like bacteria, which were the major nitrite-oxidizing bacteria, increased from 1.03 × 10~6to2.64 × 10~6cells/m L. At the end of the low-DO period, the batch tests showed that high-DO concentration(1.5, 2.0 mg/L) could inhibit nitrite oxidation, and enhance ammonia oxidation. After switching to the high-DO period(1.8 ± 0.32 mg/L), partial nitrification was gradually achieved. Nitrospira decreased from 2.64 × 10~6 to 8.85 × 10~5cells/m L. It was found that suddenly switching to a high-DO condition could inhibit the activity and abundance of Nitrospira-like bacteria, resulting in partial nitrification. | Peng Bao Shuying Wang Bin Ma Qiong Zhang Yongzhen Peng | 2017 | Journal of Environmental Sciences2017，29，6： | 20 |
| 7 | Nitrous oxide production during nitrogen removal from domestic wastewater in lab-scale sequencing batch reactor显示文摘The production of N2O during nitrogen removal from real domestic wastewater was investigated in a lab-scale aerobic-anoxic sequencing batch reactor with a working volume of 14 L. The results showed that the total N2O-N production reached higher than 1.87 mg/L, and up to 4% of removed nitrogen was converted into N2O. In addition, N2O led to a much higher greenhouse effect than CO2 during aerobic reaction phase, this proved that N2O production could not be neglected. The N2O-N production during nitrification was 1.85 mg/L, whereas, during denitrification, no N2O was produced, nitrification was the main source of N2O production during nitrogen removal. Furthermore, during denitrification, the dissolved N2O at the end of aeration was found to be further reduced to N2. Denitrification thus had the potential of controlling N2O production. | LIU Xiuhong PENG Yi WU Changyong AKIO Takigawa PENG Yongzhen | 2008 | Journal of Environmental Sciences2008，20，6： | 17 |
| 8 | Nitrogen removal via nitrite from municipal landfill leachate显示文摘A system consisting of a two-stage up-flow anaerobic sludge blanket (UASB), an anoxic/aerobic (A/O) reactor and a sequencing batch reactor (SBR), was used to treat landfill leachate. During operation, denitrification and methanogenesis took place simultaneously in the first stage UASB, and the effluent chemical oxygen demand (COD) was further removed in the second stage UASB. Then the denitrification of nitrite and nitrate in the returned sludge by using the residual COD was accomplished in the A/O reactor, and ammonia was removed via nitrite in it. Last but not least, the residual ammonia was removed in SBR as well as nitrite and nitrate which were produced by nitrification. The results over 120 d (60 d for phase I and 60 d for phase II) were as follows: when the total nitrogen (TN) concentration of influent leachate was about 2500 mg/L and the ammonia nitrogen concentration was about 2000 mg/L, the shortcut nitrification with 85%-90% nitrite accumulation was achieved stably in the A/O reactor. The TN and ammonia nitrogen removal efficiencies of the system were 98% and 97%, respectively. The residual ammonia, nitrite and nitrate produced during nitrification in the A/O reactor could be washed out almost completely in SBR. The TN and ammonia nitrogen concentrations of final effluent were about 39 mg/L and 12 mg/L, respectively. | WU Lina, PENG Chengyao, ZHANG Shujun, PENG Yongzhen Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China. | 2009 | Journal of Environmental Sciences2009，21，11： | 14 |
| 9 | Enhanced nutrients removal from municipal wastewater through biological phosphorus removal followed by partial nitritation/anammox显示文摘 | Yandong Yang Liang Zhang Hedong Shao Shujun Zhang PengchaoGu Yongzhen Peng | 2017 | Frontiers of Environmental Science & Engineering2017，11，2： | 10 |
| 10 | Anoxic Biological Phosphorus Uptake in A^2O Process显示文摘A lab-scale anaerobic-anoxic-oxic (A2O) process used to treat a synthetic brewage wastewater was investigated. The objectives of the study were to identify the existence of denitrifying phosphorus removing bacteria (DPB), evaluate the contribution of DPB to biological nutrient removal and enhance the denitrifying phosphorus removal in A2O bioreactors. Sludge analysis confirmed that the average anoxic P uptake accounted for approximately 70% the total amount of P uptake, and the ratio of anoxic P uptake rate to aerobic P uptake rate was 69%. In addition, nitrate concentration in the anoxic phase and different organic substrate introduced into the anaerobic phase had significant effect on the anoxic P uptake. Compared with conventional A2O processes, good removal efficiencies of COD, phosphorus, ammonia and total nitrogen (92.3%, 95.5%, 96% and 79.5%, respectively) could be achieved in the anoxic P uptake system, and aeration energy consumption was saved 25%. By controlling the nitrate recirculation flow in the anoxic zone, anoxic P uptake could be enhanced, which solved the competition for organic substrates among poly-P organisms and denitrifiers successfully under the COD limiting conditions. Therefore, in wastewater treatment plants the control system should be applied according to the practical situation to optimize the operation. | WANG Xiaolian(王晓莲) WANG Shuying(王淑莹) PENG Yongzhen(彭永臻) | 2005 | Chinese Journal of Chemical Engineering2005，13，4： | 9 |
| 11 | Advanced nitrogen and phosphorus removal in A^(2)O-BAF system treating low carbon-to-nitrogen ratio domestic wastewater显示文摘A laboratory-scale anaerobic-anoxic-aerobic process(A^(2)O)with a small aerobic zone and a bigger anoxic zone and biologic aerated filter(A^(2)O-BAF)system was operated to treat low carbon-to-nitrogen ratio domestic wastewater.The A^(2)O process was employed mainly for organic matter and phosphorus removal,and for denitrification.The BAF was only used for nitrification which coupled with a settling tank Compared with a conventional A^(2)O process,the suspended activated sludge in this A^(2)OBAF process contained small quantities of nitrifier,but nitrification overwhelmingly conducted in BAF.So the system successfully avoided the contradiction in sludge retention time(SRT)between nitrifying bacteria and phosphorus accumulating organisms(PAOs).Denitrifying phosphorus accumulating organisms(DPAOs)played an important role in removing up to 91%of phosphorus along with nitrogen,which indicated that the suspended activated sludge process presented a good denitrifying phosphorus removal performance.The average removal efficiency of chemical oxygen demand(COD),total nitrogen(TN),total phosphorus(TP),and NH_(4)^(+)-N were 85.56%,92.07%,81.24%and 98.7%respectively.The effluent quality consistently satisfied the national first level A effluent discharge standard of China.The average sludge volume index(SVI)was 85.4 mL·g^(-1)additionally,the volume ratio of anaerobic,anoxic and aerobic zone in A^(2)O process was also investigated,and the results demonstrated that the optimum value was 1:6:2. | Jianhua WANG Yongzhen PENG Yongzhi CHEN | 2011 | Frontiers of Environmental Science & Engineering2011，5，3： | 9 |
| 12 | Denitrification and phosphorus uptake by DPAOs using nitrite as an electron acceptor by step-feed strategies显示文摘把亚硝酸根用作一个电子领受人的从的磷积累有机体(DPAO ) 能减少更多的精力。然而,亚硝酸根被报导了在从上有抑制磷移动。在这研究,步喂策略被建议完成低亚硝酸根集中,它能避免或减轻亚硝酸根抑制。结果证明那 denitrification 率,磷举起率和到亚硝酸根的磷 uptaken 的比率从(缺氧的 P/N 比率) 当亚硝酸根集中是 15 mg 时。 | Bin MA Shuying WANG Guibing ZHU Shijian GE Junmin WANG Nanqi Ren Yongzhen PENG | 2013 | Frontiers of Environmental Science & Engineering2013，7，2： | 8 |
| 13 | Achieving the nitrite pathway using FA inhibition and process control in UASB-SBR system removing nitrogen from landfill leachate显示文摘An up-flow sludge blanket(UASB) and sequencing batch reactor(SBR) system was introduced to remove organics and nitrogen from landfill leachate.The synergetic effect of free ammonia(FA) inhibition and process control was used to achieve the nitrite pathway in the SBR.In previous research,inhibition of FA on nitrite oxidizing bacteria(NOB) activity has been revealed and the process control parameters(DO,ORP and pH) exactly indicate the end-point of nitritation.The method was implemented in the SBR achieving stable nitrogen removal via the nitrite pathway from landfill leachate.The degree of nitrite accumulation during the nitritation was monitored along with the simultaneous and advanced removal of organics and nitrogen in the UASB-SBR system.The nitrifying bacteria community was quantitatively analyzed by fluorescence in situ hybridization(FISH) techniques.Batch tests were carried out to investigate the denitritation kinetics of microbial bacteria in the SBR.Experimental results showed that the nitrite pathway could be repeatedly and reliably achieved by synergetic effect of FA inhibition and process control.FISH analysis showed the dominant nitrifying bacteria were ammonia-oxidizing β-Proteobacteria. Relationship between nitrite concentration and nitrite reduction rate followed the Monod-type equation.The maximum specific nitrite utilization rate(k) and half-velocity constant(Ks) were calculated as 0.44 gN gVSS-1d-1and 15.8 mg L-1,respectively. | Sun, HongWei Yang, Qing Dong, GuoRi Hou, HongXun Zhang, ShuJun Yang, YingYing Peng, YongZhen | 2010 | Science China Chemistry2010，53，5： | 8 |
| 14 | Effect of temperature on anoxic metabolism of nitrites to nitrous oxide by polyphosphate accumulating organisms显示文摘Temperature is an important physical factor, which strongly influences biomass and metabolic activity. In this study, the effects of temperature on the anoxic metabolism of nitrite(NO-2) to nitrous oxide(N2O) by polyphosphate accumulating organisms, and the process of the accumulation of N2O(during nitrite reduction), which acts as an electron acceptor, were investigated using 91% ± 4% Candidatus Accumulibacter phosphatis sludge. The results showed that N2O is accumulated when Accumulibacter first utilize nitrite instead of oxygen as the sole electron acceptor during the denitrifying phosphorus removal process. Properties such as nitrite reduction rate, phosphorus uptake rate, N2O reduction rate, and polyhydroxyalkanoate degradation rate were all influenced by temperature variation(over the range from 10 to 30°C reaching maximum values at 25°C). The reduction rate of N2O by N2O reductase was more sensitive to temperature when N2O was utilized as the sole electron acceptor instead of NO2, and the N2O reduction rates, ranging from 0.48 to 3.53 N2O-N/(hr·g VSS), increased to 1.45 to 8.60 mg N2O-N/(hr·g VSS). The kinetics processes for temperature variation of 10 to 30°C were(θ1 = 1.140–1.216 and θ2= 1.139–1.167). In the range of 10°C to 30°C, almost all of the anoxic stoichiometry was sensitive to temperature changes. In addition, a rise in N2O reduction activity leading to a decrease in N2O accumulation in long term operations at the optimal temperature(27°C calculated by the Arrhenius model). | Zhijia Miao Wei Zeng Shuying Wang Yongzhen Peng Guihua Cao Dongchen Weng Guisong Xue Qing Yang | 2014 | Journal of Environmental Sciences2014，26，2： | 7 |
| 15 | Characterization of the dissolved organic matter in sewage effluent of sequence batch reactor: the impact of carbon source显示文摘Dissolved organic matter (DOM) transforma- tion in sequence batch reactor (SBR) fed with carbon sources of different biodegradability was investigated. During the biologic degradation process, the low mole- cular weight (MW) fraction (〈 1 kDa) gradually decreased, while the refractory compounds with higher aromaticity were aggregated. Size exclusion chromatogra- phy (SEC) and fluorescence of excitation emission matrices (EEM) demonstrated that more biopolymers (polysaccharides or proteins) and humic-like substances were presented in the extracellular polymeric substance (EPS) extracted from the SBR fed with sodium acetate or glucose, while the EPS from SBR fed with slowly biodegradable dissolved organic carbon (DOC) substrate- starch had relatively less biopolymers. Comparing the EfOM in sewage effluent of three SBRs, the effluent from SBR fed with starch is more aromatic. Organic carbon with MW 〉 1 kDa as well as the hydrophobic fraction in DOM gradually increased with the carbon sources changing from sodium acetate to glucose and starch. The DOC fractiona- tion and the EEM all demonstrated that EfOM from the effluent of the SBR fed with starch contained more fulvic acid-like substances comparing with the SBR fed with sodium acetate and glucose. | Jin GUO Feng SHENG Jianhua GUO Xiong YANG Mintao MA Yongzhen PENG | 2012 | Frontiers of Environmental Science & Engineering2012，6，2： | 6 |
| 16 | Community structures and population dynamics of “Candidatus Accumulibacter” in activated sludges of wastewater treatment plants using ppk1 as phylogenetic marker显示文摘Candidatus Accumulibacter has been identified as dominant polyphosphate-accumulating organisms(PAOs) in enhanced biological phosphorus(P) removal(EBPR) from wastewater.This study revealed the relevance of community structure, abundance and seasonal population dynamics of Candidatus Accumulibacter to process operation of wastewater treatment plants(WWTPs) in China using ppk1 gene as phylogenetic marker. All sludge samples had properties of denitrifying P removal using nitrate as an electron acceptor.Accumulibacter abundance in the anaerobic-anoxic-oxic(A^2O) process was the highest(26%of total bacteria), and higher in winter than in summer with a better EBPR performance.Type-II was the dominant Accumulibacter in all processes, and type-I accounted for a small proportion of total Accumulibacter. The abundance of Clade-IIC as the most dominant clade reached 2.59 × 10~9 cells/g MLSS and accounted for 87.3% of total Accumulibacter. Clade IIC mainly contributed to denitrifying P removal. Clades IIA, IIC and IID were found in all processes, while clade-IIF was only found in oxidation ditch process through phylogenetic analysis. High proportion of clade IID to total Accumulibacter led to poor performance of aerobic P-uptake in inverted A^2O process. Therefore, Accumulibacter clades in WWTPs were diverse, and EBPR performance was closely related to the clade-level community structures and abundances of Accumulibacter. | Wei Zeng Limin Zhang Pengchao Fan Jingjing Guo Yongzhen Peng | 2018 | Journal of Environmental Sciences2018，30，5： | 6 |
| 17 | Factors affecting simultaneous nitrification and denitrification in an SBBR treating domestic wastewater显示文摘An aerobic sequencing batch biofilm reactor(SBBR)packed with Bauer rings was used to treat real domestic wastewater for simultaneous nitrification and deni-trification.The SBBR is advantageous for creating an anoxic condition,and the biofilm can absorb and store carbon for good nitrification and denitrification.An average concentra-tion of oxygen ranging from 0.8 to 4.0 mg/L was proved very efficient for nitrification and denitrification.Volumetric loads of TN dropped dramatically and effluent TN concentra-tion increased quickly when the concentration of average dissolved oxygen was more than 4.0 mg/L.The efficiency of simultaneous nitrification and denitrification(SND)increased with increasing thickness of the biofilm.The influent concen-tration hardly affected the TN removal efficiency,but the effluent TN increased with increasing influent concentration.It is suggested that a subsequence for denitrification be added or influent amount be decreased to meet effluent quality requirements.At optimum operating parameters,the TN removal efficiency of 74%-82%could be achieved. | LI Jun PENG Yongzhen GU Guowei WEI Su | 2007 | Frontiers of Environmental Science & Engineering2007，1，2： | 5 |
| 18 | Upper-bound and finite element analyses of multi-row sprocket during cold semi-precision forging process显示文摘 | Wangjun Cheng Chengzhong Chi Yongzhen Wang Peng Lin Wei Liang | 2015 | International Journal of Coal Science & Technology2015，2，3： | 4 |
| 19 | Anoxic phosphorus removal in a pilot scale anaerobic-anoxic oxidation ditch process显示文摘The anaerobic-anoxic oxidation ditch(A^(2)/O OD)process is popularly used to eliminate nutrients from domestic wastewater.In order to identify the existence of denitrifying phosphorus removing bacteria(DPB),evaluate the contribution of DPB to biological nutrient removal,and enhance the denitrifying phosphorus removal in the A^(2)/O OD process,a pilot-scale A^(2)/O OD plant(375 L)was conducted.At the same time batch tests using sequence batch reactors(12 L and 4 L)were operated to reveal the significance of anoxic phosphorus removal.The results indicated that:The average removal efficiency of COD,NH^(+)_(4),PO^(3–)_(4),and TN were 88.2%,92.6%,87.8%,and 73.1%,respectively,when the steady state of the pilotscale A^(2)/O OD plant was reached during 31–73 d,demonstrating a good denitrifying phosphorus removal performance.Phosphorus uptake took place in the anoxic zone by poly-phosphorus accumulating organisms NO^(-)_(2) could be used as electron receptors in denitrifying phosphorus removal,and the phosphorus uptake rate with NO^(-)_(2) as the electron receptor was higher than that with NO^(–)_(3) when the initial concentration of either NO^(-)_(2) or NO^(–)_(3) was 40 mg/L. | Hongxun HOU Shuying WANG Yongzhen PENG Zhiguo YUAN Fangfang YIN Wang GAN | 2009 | Frontiers of Environmental Science & Engineering2009，3，1： | 4 |
| 20 | Volume calculation of the spur gear billet for cold precision forging with average circle method显示文摘Forging spur gears are widely used in the driving system of mining machinery and equipment due to their higher strength and dimensional accuracy.For the purpose of precisely calculating the volume of cylindrical spur gear billet in cold precision forging,a new theoretical method named average circle method was put forward.With this method,a series of gear billet volumes were calculated.Comparing with the accurate three-dimensional modeling method,the accuracy of average circle method by theoretical calculation was estimated and the maximum relative error of average circle method was less than 1.5%,which was in good agreement with the experimental results.Relative errors of the calculated and the experimental for obtaining the gear billet volumes with reference circle method are larger than those of the average circle method.It shows that average circle method possesses a higher calculation accuracy than reference circle method(traditional method),which should be worth popularizing widely in calculation of spur gear billet volume. | Wangjun Cheng Chengzhong Chi Yongzhen Wang Peng Lin Wei Liang Chen Li | 2014 | International Journal of Coal Science & Technology2014，1，4： | 4 |
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