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外文翻译2(1)
外文翻译2(1)

毕业设计(论文)

外 文 文 献 翻 译

译文题目:Euler ’s Theorem and Fermat ’s Theorem 学生姓名: 张云

专 业:数学与统计学院

指导教师: 张吉刚

2009年 12月 30日

Euler’s Theorem and Fermat ’s Theorem

Book: Elementary Methods in number theory

Author :Melvyn B. Nathanson

Page :7167P P

2.5 Euler’s Theorem and Fermat ’s Theorem

Euler ’s theorem and its corollary ,Fermat ’s theorem ,are fundamental results in number theory ,with many applications in mathematics and computer science .In the following sections we shall see how the Euler and Fermat theorems can be used to determine whether an integer is prime or composite ,and how they are applied in cryptography.

Theorem2.12(Euler )Let m be a positive integer, and let a be an integer relatively prime to m .Then

()()m a m mod 1≡?.

Proof. Let (){}m r r ? ,1be a reduced set of residues modulo m .Since ()1,=m a ,we have ()()()m i m ar i ? ,11,== for 1,,()i m ?= .Consequently, for every (){}m i ? ,1∈there exists ()(){}m i ?σ ,1∈such that

()()m r ar i i mod σ≡.

Moreover ,()m ar ar j i mod ≡ if and only if j i =,and so σ is a permutation of the set (){}m ? ,1 and (){}m ar ar ? ,1 is also a reduced set of residues modulo m .It follows that

()()()()()()()m ar ar ar a m r r r m m mod 2121??? ≡

()()()()m r r r m mod 21σσσ ≡

()()m r r r m m o d 21? ≡ Dividing by ()m r r r ? 21,we obtain

()()m a m mod 1≡?

This completes the proof.

The following corollary is sometimes called Fermat ’s litter theorem.

Theorem 2.13 (Fermat ) Let p be a prime number .If the integer a is not divisible by p ,then

()p a r mod 11≡-

Moreover,

()p a a p mod ≡

for every integer a .

Proof . If p is prime and does not divide a, then ()1,=p a ,()1-=p p ?,and

()()p a a p p mod 11≡≡-?

by Euler’s theorem. Multiplying this congruence by a ,we obtain

()p a a p mod ≡

If p divides a ,then this congruence also holds for a .

Let m be a positive integer and let a be an integer that is relatively prime to m .By Euler ’s theorem,()()m a m mod 1≡?.The order of a with respect to the modulus m is the smallest positive integer d such that ()m a d mod 1≡.Then ()m d ?≤≤1.We shall prove that ()a ord m divides ()m ? for every integer a relatively prime to p

Theorem 2.14 Let m be a positive integer and a an integer relatively prime to m .If d is the order of a modulo m ,then ()m a a l k mod ≡ if and only if ()d l k mod ≡.In particular, ()m a n mod 1≡ if and only if d divides n ,and so d divides ()m ?.

Proof. Since a has order modulo m ,we have ()m a d mod 1≡.If ()d l k mod ≡,then dq l k +=,and so

()()m a a a a a l

q d l dq l k mod ≡==+. Conversely, suppose that ()m a a l k mod ≡.By the division algorithm, there exist integers q and r such that

r dq l k +=-and 10-≤≤d r .

Then

()()m a a a a a a a r k r q d

l r dq l k mod ≡==++ Since ()1,=m a k ,we can divide this congruence by k a and obtain

()m a r

m o d 1≡ Since 10-≤≤d r , and d is the order of a modulo m, it follows that 0=r ,and so ()d l k mod ≡.

If )(mod 1m a a

n ≡≡,then d divides n .In particular, d divides )(m ?,since )(mod 1)(m a m ≡? by Euler ’s theorem.

For example; let 15=m and a=7.Since 8)15(=?,Euler ’s theorem tells us that

)15(mod 178

≡ Moreover, the order of 7 with respect to 15 is a divisor of 8. We can compute the order as follows:

)15(mod 771≡

)15(mod 44972≡≡

)15(mod 132873

≡≡ )15(mod 19174≡≡

And so the order of 7 is 4.

We shall give a second proof of Euler ’s theorem and its corollaries .we begin with some simple observations about groups. We define the order of a group as the cardinality of the group. Theorem 2.15 (Lagrange ’s theorem) If G is a finite group and H is a subgroup of G , then the order of H divides the order of G

Proof .Let G be a group ,written multiplicatively, and let X be a nonempty subset of G .For every ∈a G ,we define the set

):{X x ax aX ∈=

The map aX X f →: defined by ax x f =)( is a bijection, and so aX X = for all ∈a G .If H is subgroup of G , then aH is called a coset of H . Let aH and bH be cosets of the subgroup H 。If φ≠?bH aH ,then there exist H y x ∈,such that by ax =,or ,since H is a subgroup,az axy b ==-1,where H xy z ∈=-1。

Then ah azh bh ∈= for all H h ∈and so aH bH ?.By symmetry , aH bH ?,and so aH bH =.Therefore , cosets of a subgroup H are either disjoint or equal .Since every element of G belongs to some coset of H (for example , a aH ∈ for all ∈a G ),it follows that the cosets of H partition G .We denote the set of cosets by G H .If G is a finite group, then H and G H are finite ,and

G H G H = In particular, we see that H divides G .

Let G be a group ,written multiplicatively ,and let a G ∈.Let {:}k H a k z =∈.Then

1a H G =∈?。Since k l k l a a a += for all ,k l Z ∈,it follows that H is a subgroup of G .This subgroup is called the cyclic subgroup generated by a ,and written a .Cyclic

subgroups are abelian.

The group G is cyclic if there exists an element G a ∈such that a G =.In this cases ,the element a is called a generator of G 。For example, the group ()?

Z Z 7 is a cyclic group of order 6 generated by Z 73+.The congruence class Z 75+is another generator of this group.

If l k a a ≠for all integers l k ≠,then the cyclic subgroup generated by a is infinite .If there exist integers k and l such that k l < and l k a a =,then 1=-l k a . Let d be the smallest positive integer such that 1=d a .Then the group elements 1,a ,2a ,…,1-d a are distinct .Let Z n ∈.By the division algorithm ,there exist integers q and r such that

r dq n += and 10-≤≤d r 。As ()r r q d r dq n a a a a a ===+,

it follows that

{}{}

10::-≤≤=∈=d r a Z n a a r n , and the cyclic subgroup generated by a has order d .Moreover ,l k a a = if and only if )(mod d l k ≡。

Let G be a group, and let G a ∈.we define the order of a as the cardinality of the cyclic subgroup generated by a

Theorem 2.16 Let G be a finite group, and G a ∈.Then the order of the element a divides the order of the group G .

Proof. This follows immediately from Theorem 2.15, since the order of a is the order of the cyclic subgroup that a generates.

Let us apply these remarks to the special case when ()?=mZ Z G is the group of units in the ring of congruence classes modulo m .Then G is a finite group of order ()m ?.Let ()1,=m a and let d be the order of mz a + in G ,that is the order of the cyclic subgroup generated by mz a +.By Theorem 2.16,d divides ()m ?,and so

()()()()()()

mZ mZ a mZ a mZ a d m d m m +=+=+=+1???.

Equivalently,

()()m a m mod 1≡? ,

This is Euler ’s theorem.

Theorem 2.17 Let G be a cyclic group of order m ,and let H be a subgroup of G .If a is a generator of G ,then there exists a unique divisor d of m such that H is the cyclic subgroup generated by d a ,and H has order d m .

Proof . Let S be the set of all integers u such that H a u ∈.If u, S v ∈,then u a ,H a v ∈.Since

H is a subgroup ,it follows that H a a a v u v u ∈=+ and ()H a a a v u v u ∈=--1Therefore, S v u ∈±,and S is a subgroup of Z .By Theorem 1.3,there is a unique nonnegative integer d such that dZ S =,and so H is the cyclic subgroup generated by d a .Since H a

m ∈=1,we have S m ∈,and so d is a positive divisor of m .It follows that H has order d m .

Theorem 2.18 Let G be a cyclic group of order m ,and let a be a generator of G .For every integer k ,the cyclic subgroup generated by k a has order d m

,where ()k m d ,=,and

d k a a =.In particular, G has exactly ()m ? generators.

Proof. Since ()m k d ,=,there exist integers x and y such that my kx d +=.Then

()()()x k y m x k my kx d a a a a a ===+

and so k d a a ∈ and d k a a ?.Since d divides k ,there exists an integer z such that dz k =.Then

()z d k a a =,

and so d k a a ∈ and d k a a ?.Therefore, d k a a = and k a has order d m .In

particular k a generates G if and only if 1=d if and only if ()1,=k m ,and so G has

exactly ()m ? generators .This completes the proof.

We can now give a group theoretic proof of Theorem 2.8.Let G be a cyclic group of order m .For every divisor d of m ,the group G has a unique cyclic subgroup of order d ,and this subgroup has exactly )(d ? generators .Since every element of G generates a cyclic

subgroup ,it follows that

()∑=m

d d m ?.

欧拉定理和费马定理

著作:初等数论

作者:Melvyn B. Nathanson

页码:7167P P -

2.5 欧拉定理和费马定理

欧拉定理及其推论,费马定理都是数论中的重要结果,而且在数学和计算机领域中都有很多的应用.在本节中,我们将可以看到,欧拉定理和费马定理是如何用来判断一个正数是素数还是合数以及它们是怎样应用在密码学中的.

定理2.12(欧拉)设m 是一个正整数,d 是一个与m 互质的整数,则

()()m a m mod 1≡?

证明:设(){}m r r ? ,1是模m 的既约剩余类.由于()1,=m a ,我们可得()()()m i m ar i ? ,11,==,因此,对于每个(){}m i ? ,1∈,必存在()(){}m i ?σ ,1∈使

()()m r ar i i mod σ≡

而且,当且仅当j i =,()m ar ar j i mod ≡,所以σ是集合(){}m ? ,1的排列.(){}

m ar ar ? ,1也是模m 的既约剩余类,从而有

()()()()()()()1212m od m m r r r m a ar ar ar m ???≡

()()()()m r r r m mod 21σσσ ≡

()()m r r r m mod 21? ≡

两边同除以()m r r r ? 21,我们得

()()m a m mod 1≡?

证明完毕.

下面的推论有时称作费马小定理

定理2.13(费马)设p 是一个素数,p 不整除整数a ,则

()p a r mod 11≡-

而且,对于每个整数a ,都有

()p a a p mod ≡

证明:设p 是素数,p 不整除a ,则()1,=p a ,()1-=p p ?,由欧拉定理知 ()()p a a p p mod 11≡≡-?

这个同余类两边同乘以a ,我们可得

()p a a p mod ≡.

如果p 整除a ,则这个同余式对a 也成立.

设m 是个正整数,a 是一个与m 互质的整数.由欧拉定理知,()()m a

m mod 1≡?,a 关于模m 的阶是使得()m a d mod 1≡的最小正整数.那么()m d ?≤≤1.我们用()a ord m 来表示a

关于模m 的阶.我们将证明,对于每个与p 互质的整数a ,都有()a ord m 整除()m ?.

定理2.14 设m 是一个正整数,a 是一个与m 互质的整数.如果d 是模m 的阶,那么当且仅当()d l k mod ≡有()m a a l k mod ≡.特别地,当且仅当d 整除n ,才有()m a n mod 1≡,所以d 整除()m ?.

证明:由于a 关于模m 的阶为d ,即()m a

d m o d 1≡.如果()d l k mo d ≡,那么

dq l k +=,所以 ()()m a a a a a l

q d l dq l k mod ≡==+.

相反的,假设()m a a l k mod ≡.由除法性质得,必存在整数q 和r 使得

r dq l k +=-及10-≤≤d r .

那么

()()m a a a a a a a r k r q d l r dq l k mod ≡==++

由于()1,=m a k ,我们用k a 来整除这个同余类,从而得到

()m a r mod 1≡

由于0-≤≤d r ,d 是模m 的阶,那么)(mod 1,0d k r ≡=

假设)(mod 1m a a n ≡≡,则d 整除n ,尤其d 整除)(m ?,根据欧拉定理可得

)(mod 1)(m a m ≡?

例如,7,15==a m ,由于8)15(=?,我们由欧拉定理知

)15(mod 178≡

而且,7关于15的阶是8的一个约数.我们这样计算阶:

)15(mod 771

≡ )15(mod 44972≡≡

)15(mod 132873≡≡

)15(mod 19174≡≡

所以7的阶是4.

我们将给出欧拉定理的另一种证明及它的推论.我们将从关于群的一些简单观察开始.我们把群的阶定义为群的基数

定理2.15(拉格朗日定理)假设G 是一个有限群,H 是G 的子群,则H 的阶整除G 的阶

证明:设G 是一个群,运算为乘法,X 是G 的一个非空子集.对于任意∈a G,我们定义这个集合:

):{X x ax aX ∈=

由ax x f =)(定义的映射aX X f →:是一个双射,所以对于所有的∈a G ,aX X =.假设H 是G 的子群,那么aH 被称作H 的一个陪集.设aH 和bH 是子群H 的陪集.φ≠?bH aH ,则存在H y x ∈,,使得by ax =,或者,由于H 是一个子群,az axy b ==-1,这里H xy z ∈=-1.对于所有的H h ∈,

ah azh bh ∈=,所以aH bH ?;同理,?,所以aH bH =因此子群H 的陪集不交或相等.由于G 的每个元素属于

H 的陪集(例如,对于所有的a G ∈都有a aH ∈)

,从而可得出H 划分G 的陪集.我们用G H 表示陪集.假设G 是一个有限集,则H ,G H 是有限的,及

G H G H = 特别地,我们有H 整除G

设G 是一个群,运算为乘法.设a G ∈,H ={∈k a k :Z },则01a H G =∈?.由于对所有的k ,∈l Z,k l k l a a a +=,从而可得出H 是G 的子群.这个子群被称作由a 生成的循环子群,记作a ,循环子群都是交换的.

如果存在一个元素G a ∈,使得a G =,则群G 是循环群.此时,元素a 称作G 的生成元.

例如,群(Z/7Z ?)是由73+Z 生成的阶为6的循环群.同余类75+Z 是这个群的另一个生成

元.如果对于所有整数l k ≠,都有l k a a ≠,则由a 生成的这个循环群是无限的.如果存在k

和l ,使得k l <,l k a a =,则1=-l k a

.设d 是最小的正数,且使得1=d a ,则这个群的元素1,a ,2a ,…,1-d a

是不同的.设Z n ∈,由除法知,存在整数q 和r ,使得r dq n +=,

10-≤≤d r .由于 ()r

r q d r dq n a a a a a ===+, 从而有

=a {∈n a n :Z }{}

10:-≤≤=d r a r , 由a 生成的这个循环群的阶为d ,而且,当且仅当)(mod d l k ≡,才有l k a a =. 设G 是一个群,G a ∈.我们可以将a 的阶定义为由a 生成的循环子群的基数. 定理2.16 设G 是一有限群,G a ∈,则元素a 的阶整除群G 的阶.

证明:由定理2.15立即可得知,因为a 的阶是由a 生成的循环子群的阶. 我们可以应用到一种特殊情形:当()?=mZ Z G 是模m 的剩余类环中的,则G 是阶为()m ?的有限群.设()1,=m a ,d 是G 中mz a +的阶,则d 也是由mz a +生成的循环子群的阶.根据定理2.16知,d 整除()m ?,及

m a m +)(?Z (m a +=Z )()m ?=((m a +Z m d m d +=1)))

(?Z

同样地,

()()m a m mod 1≡? ,

这就是欧拉定理.

定理2.17 设G 是阶为m 的一个循环群,H 是G 的子群.如果

是G 的生成元,则存在唯一的m 的约数d ,使得H 是由d a 生成的循环子群,其中H 的阶为d

m . 证明:设S 是所有整数u 的集合,使得H a u ∈,如果u ,S v ∈,则u a ,H a v ∈.

由于H 是一个子群,则H a a a v u v u ∈=+,()H a a a v u v u ∈=--1,因此,S v u ∈±,S 是

Z 的一个子群.由定理1.3知,存在唯一的非负整数d ,使得d S =Z ,所

H 是由d a 生成的一个循环子群.由于H a m ∈=1,我们可得S m ∈,d 是m 的正约数,H 的阶为d m . 定理 2.18 设G 是阶为m 的循环群,a 是G 的一个生成元,对于每个整数k ,由k a 生成

的循环子群的阶为d m ,则()k m d ,=,d k a a =.特别地,G 恰好有()m ?个生成元.

证明:由于()m k d ,=,则存在整数x ,y ,使得my kx d +=.则

()()()x

k y m x k my kx d a a a a a ===+,

所以k d a a ∈,k d a a ?.由于d 整除k ,则存在一个整数z ,使得dz k =.那么

()z d k a a =,

所以,d k a a ∈,d k a a ?.因此,d k a a =,k a 的阶为d

m

.特别地,当且仅当1=d ,()1,=k m ,所以G 恰好有()m ?个生成元.证明完毕. 我们现在可以给出定理2.8的群论证明.设G 是阶m 的循环群.对于m 的每个约数,群G 有唯一的阶为d 的循环群,而且这个子群恰好有)(d ?个生成元.由于G 的每个元素都可以生成一个循环子群,从而有

()∑=m

d d m ?

外文翻译

Load and Ultimate Moment of Prestressed Concrete Action Under Overload-Cracking Load It has been shown that a variation in the external load acting on a prestressed beam results in a change in the location of the pressure line for beams in the elastic range.This is a fundamental principle of prestressed construction.In a normal prestressed beam,this shift in the location of the pressure line continues at a relatively uniform rate,as the external load is increased,to the point where cracks develop in the tension fiber.After the cracking load has been exceeded,the rate of movement in the pressure line decreases as additional load is applied,and a significant increase in the stress in the prestressing tendon and the resultant concrete force begins to take place.This change in the action of the internal moment continues until all movement of the pressure line ceases.The moment caused by loads that are applied thereafter is offset entirely by a corresponding and proportional change in the internal forces,just as in reinforced-concrete construction.This fact,that the load in the elastic range and the plastic range is carried by actions that are fundamentally different,is very significant and renders strength computations essential for all designs in order to ensure that adequate safety factors exist.This is true even though the stresses in the elastic range may conform to a recognized elastic design criterion. It should be noted that the load deflection curve is close to a straight line up to the cracking load and that the curve becomes progressively more curved as the load is increased above the cracking load.The curvature of the load-deflection curve for loads over the cracking load is due to the change in the basic internal resisting moment action that counteracts the applied loads,as described above,as well as to plastic strains that begin to take place in the steel and the concrete when stressed to high levels. In some structures it may be essential that the flexural members remain crack free even under significant overloads.This may be due to the structures’being exposed to exceptionally corrosive atmospheres during their useful life.In designing prestressed members to be used in special structures of this type,it may be necessary to compute the load that causes cracking of the tensile flange,in order to ensure that adequate safety against cracking is provided by the design.The computation of the moment that will cause cracking is also necessary to ensure compliance with some design criteria. Many tests have demonstrated that the load-deflection curves of prestressed beams are approximately linear up to and slightly in excess of the load that causes the first cracks in the tensile flange.(The linearity is a function of the rate at which the load is applied.)For this reason,normal elastic-design relationships can be used in computing the cracking load by simply determining the load that results in a net tensile stress in the tensile flange(prestress minus the effects of the applied loads)that is equal to the tensile strength of the concrete.It is customary to assume that the flexural tensile strength of the concrete is equal to the modulus of rupture of the

ASP外文翻译原文

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毕业设计外文翻译原文.

Optimum blank design of an automobile sub-frame Jong-Yop Kim a ,Naksoo Kim a,*,Man-Sung Huh b a Department of Mechanical Engineering,Sogang University,Shinsu-dong 1,Mapo-ku,Seoul 121-742,South Korea b Hwa-shin Corporation,Young-chun,Kyung-buk,770-140,South Korea Received 17July 1998 Abstract A roll-back method is proposed to predict the optimum initial blank shape in the sheet metal forming process.The method takes the difference between the ?nal deformed shape and the target contour shape into account.Based on the method,a computer program composed of a blank design module,an FE-analysis program and a mesh generation module is developed.The roll-back method is applied to the drawing of a square cup with the ˉange of uniform size around its periphery,to con?rm its validity.Good agreement is recognized between the numerical results and the published results for initial blank shape and thickness strain distribution.The optimum blank shapes for two parts of an automobile sub-frame are designed.Both the thickness distribution and the level of punch load are improved with the designed blank.Also,the method is applied to design the weld line in a tailor-welded blank.It is concluded that the roll-back method is an effective and convenient method for an optimum blank shape design.#2000Elsevier Science S.A.All rights reserved. Keywords:Blank design;Sheet metal forming;Finite element method;Roll-back method

1外文文献翻译原文及译文汇总

华北电力大学科技学院 毕业设计(论文)附件 外文文献翻译 学号:121912020115姓名:彭钰钊 所在系别:动力工程系专业班级:测控技术与仪器12K1指导教师:李冰 原文标题:Infrared Remote Control System Abstract 2016 年 4 月 19 日

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翻译文献:INVESTIGATION ON DYNAMIC PERFORMANCE OF SLIDE UNIT IN MODULAR MACHINE TOOL (对组合机床滑台动态性能的调查报告) 文献作者:Peter Dransfield, 出处:Peter Dransfield, Hydraulic Control System-Design and Analysis of TheirDynamics, Springer-Verlag, 1981 翻译页数:p139—144 英文译文: 对组合机床滑台动态性能的调查报告 【摘要】这一张纸处理调查利用有束缚力的曲线图和状态空间分析法对组合机床滑台的滑动影响和运动平稳性问题进行分析与研究,从而建立了滑台的液压驱动系统一自调背压调速系统的动态数学模型。通过计算机数字仿真系统,分析了滑台产生滑动影响和运动不平稳的原因及主要影响因素。从那些中可以得出那样的结论,如果能合理地设计液压缸和自调背压调压阀的结构尺寸. 本文中所使用的符号如下: s1-流源,即调速阀出口流量; S el—滑台滑动摩擦力 R一滑台等效粘性摩擦系数: I1—滑台与油缸的质量 12—自调背压阀阀心质量 C1、c2—油缸无杆腔及有杆腔的液容; C2—自调背压阀弹簧柔度; R1, R2自调背压阀阻尼孔液阻, R9—自调背压阀阀口液阻 S e2—自调背压阀弹簧的初始预紧力; I4, I5—管路的等效液感 C5、C6—管路的等效液容: R5, R7-管路的等效液阻; V3, V4—油缸无杆腔及有杆腔内容积; P3, P4—油缸无杆腔及有杆腔的压力 F—滑台承受负载, V—滑台运动速度。本文采用功率键合图和状态空间分折法建立系统的运动数学模型,滑台的动态特性可以能得到显著改善。

污水处理外文翻译(带原文)

提高塔式复合人工湿地处理农村生活污水的 脱氮效率1 摘要: 努力保护水源,尤其是在乡镇地区的饮用水源,是中国污水处理当前面临的主要问题。氮元素在水体富营养化和对水生物的潜在毒害方面的重要作用,目前废水脱氮已成为首要关注的焦点。人工湿地作为一种小型的,处理费用较低的方法被用于处理乡镇生活污水。比起活性炭在脱氮方面显示出的广阔前景,人工湿地系统由于溶解氧的缺乏而在脱氮方面存在一定的制约。为了提高脱氮效率,一种新型三阶段塔式混合湿地结构----人工湿地(thcw)应运而生。它的第一部分和第三部分是水平流矩形湿地结构,第二部分分三层,呈圆形,呈紊流状态。塔式结构中水流由顶层进入第二层及底层,形成瀑布溢流,因此水中溶解氧浓度增加,从而提高了硝化反应效率,反硝化效率也由于有另外的有机物的加入而得到了改善,增加反硝化速率的另一个原因是直接通过旁路进入第二部分的废水中带入的足量有机物。常绿植物池柏(Taxodium ascendens),经济作物蔺草(Schoenoplectus trigueter),野茭白(Zizania aquatica),有装饰性的多花植物睡莲(Nymphaea tetragona),香蒲(Typha angustifolia)被种植在湿地中。该系统对总悬浮物、化学需氧量、氨氮、总氮和总磷的去除率分别为89%、85%、83%、83% 和64%。高水力负荷和低水力负荷(16 cm/d 和32 cm/d)对于塔式复合人工湿地结构的性能没有显著的影响。通过硝化活性和硝化速率的测定,发现硝化和反硝化是湿地脱氮的主要机理。塔式复合人工湿地结构同样具有观赏的价值。 关键词: 人工湿地;硝化作用;反硝化作用;生活污水;脱氮;硝化细菌;反硝化细菌 1. 前言 对于提高水源水质的广泛需求,尤其是提高饮用水水源水质的需求是目前废水深度处理的技术发展指向。在中国的乡镇地区,生活污水是直接排入湖泊、河流、土壤、海洋等水源中。这些缺乏处理的污水排放对于很多水库、湖泊不能达到水质标准是有责任的。许多位于中国的乡镇地区的社区缺乏足够的生活污水处理设备。由于山区地形、人口分散、经济基础差等原因,废水的收集和处理是很成问题的。由于资源短缺,经济欠发达地区所采取的废水处理技术必须低价高效,并且要便于施用,能量输入及维护费用较低,而且要保证出水能达标。建造在城市中基于活性污泥床的废水集中处理厂,对于小乡镇缺乏经济适用性,主要是由于污水收集结构的建造费用高。 1Ecological Engineering,Fen xia ,Ying Li。

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