Vestnik_4_10_2.qxd

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1 13ISSN ｧﾓｧﾖｧ罘荅ﾟｧﾚｧﾜ ｧﾟｧﾑｧ蟋鬧ﾟｧ-ｧ荅ﾖｧ遘ﾟｧﾚｧ鬧ﾖｧ罘ﾜｧﾚｧﾛ ｧﾘｧ蟋筴ﾟｧﾑｧﾝ ｧｴ.2 ｧﾞｧﾑｧ荅ﾖｧ筴ﾚｧﾑｧﾝｧ ｧ爰ﾒｧ爰筴蟋ﾕｧ爰ﾓｧﾑｧﾟｧﾚｧﾖ ｧ荅ﾖｧ遘ﾟｧ爰ﾝｧ爰ﾔｧﾚｧﾚ

2 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ ｧｯｧﾑｧ蟋鬧ﾟｧ-ｧ荅ﾖｧ遘ﾟｧﾚｧ鬧ﾖｧ罘ﾜｧﾚｧﾛ ｧﾘｧ蟋筴ﾟｧﾑｧﾝ ｧ ｧﾖｧ罘荅ﾟｧﾚｧﾜ ｧｱｧｦｧｲｧｪｧｰｧ ｧｪｧｹｧｦｧｳｧｬｧｰｧｦ ｧｯｧ ｧｵｧｹｧｯｧｰｧｦ ｧｪｧｩｧ ｧ ｧｯｧｪｧｦ ｨｺ09ｨ

3 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ 01ｨ ｨｮ ﾂｨｪ06-ｨｰ0201ｨｪｨｨ ﾂ0209ｨｺｨｨｨｦ 03ｨｮ08ｨｪｨ ｨｰｨｪｨｨｨｺ , ｨｨ0601ｨｨ ﾂ0209ｨｺ0602 ｨｪｨ ｨｮ ﾂｨｪ0602 ｨｨ0401ｨ ｨｪｨｨ ｨｺ09ｨ, ｨ ｨｨ09ｨｰ08ｨｨ080609ｨ ｨｪ ｨ 05ｨｹｨｪ06ｨｦ 0905ｨｮ03ｨ 06ｨｦ 0706 ｨｪｨ ｨｮ 04ｨ 0906ｨ ｨｪｨｨ02ｨｬ 04ｨ ｨｺ06ｨｪ0601ｨ ｨｰ0205ｨｹ09ｨｰ09ｨ ｨｬｨ ｨｺ06ｨｬｨｬｨｮｨｪｨｨｨｺｨ 02ｨｨｨｦ ｨｨ ｨ ｨｪ02 ｨｺｨｮ05ｨｹｨｰｨｮ08ｨｪ ｨｪｨ ｨｨ ｨｨ0102ｨｰ0205ｨｹ09ｨｰ ｨｨ09ｨｰ08ｨ 02ｨｨｨｨ ｨｰ 30 ｨｨ06ｨｪ ｨ ｨｺ02ｨｨ06ｨｪｨｪｨ 07 ｨｺ ｨｨ07: 0105ｨ 09ｨｪ04ｨｦ ｨ ｨｺｨｰ0608 6ﾓ1 0802ｨｺｨｰ , ｨ ｨｺｨ , 01.ｨｰ.ｨｪ., ﾓ ｨｨ ﾂ02ｨｪｨｺ06; 04ｨ ｨｬ. 0005ｨ 09ｨｪ ｨ ｨｺｨｰ0608ｨ 6ﾓ ｨｰｨｪｨｨｨｺ 0802ｨｺｨｰ0608ｨ , ﾂ05.- ｨｺ , 01.ｨｰ.ｨｪ., ﾓ ｨｹ; 04ｨ ｨｬ. 0005ｨ 09ｨｪ ｨ ｨｺｨｰ0608ｨ 6ﾓ ｨｰｨｪｨｨｨｺ 0802ｨｺｨｰ0608ｨ , ｨｬ.ｨｪ., ﾓ ｨ ｨｬ0601ｨｨｨｪ; 04ｨ ｨｬ. 0005ｨ 09ｨｪ ｨ ｨｺｨｰ0608ｨ 6ﾓ , ｨｺ.ｨｰ.ｨｪ ｨｨｨｺｨｨｨｰｨｨｨｪｨ ; 06ｨｰ ｨｺ0802ｨｰｨ 08ｨｹ 6ﾓ1 ｨ ｨｺｨ 0102ｨｬｨｨｨｺ , , 01.ｨｰ.ｨｪ ｨｰｨ ; ｨ ｨｺｨｰ0608 6ﾓ ｨｪｨｨｨｺｨｨｨｪｨ ; ｨｰｨｺｨ 6ﾓ ｨ ｨｰ ｨ ｨｺ02ｨｨ06ｨｪｨｪ04ｨｦ ｨｰ: ｨｨ ﾂ02ｨｪｨｺ ( ｨ ｨｰ0205ｨｹ), 08ｨｬｨ ｨ 0802ｨｮｨｬ07ｨｪ , ﾂ , 09ｨ 0302ｨｪ , 02ｨｬｨｨｨｰ08ｨｨ , ｨｹ (04ｨ ｨｬ ｨ ｨｰ020507), ｨｬｨ ｨｪ , 0808ｨｮ0005ｨｨｨｺ , 01ｨｨｨｺｨｨｨｰｨｨｨｪｨ (04ｨ ｨｬ ｨ ｨｰ020507), 01ｨｨｨｺ0605ｨ , 00ｨ ｨｺ05ｨ ｨｺ0609ｨ , ｨｨ 08ｨｪ030205ｨ (07ｨｪｨｨ ｨｨｨｰ02ｨｰ 0002ｨｪｨｰ08ｨ 05ｨｹｨｪ ｨ ｨｪｨｺｨ 03ｨｨ08ｨ, 08ｨｪ0005ｨｨ07), 03ｨ 05ｨｹ 08ｨｪ 0302ｨｰ0208 (060201ｨｪｨｨ ﾂ0209ｨｺｨｨｨｦ 07ｨｪｨｨ ｨｨｨｰ02ｨｰ ｨｨｨｪｨ, ), ｨｦ (0302ｨｺｨｨｨｪ09ｨｺｨｨｨｦ 07ｨｪｨｨ ｨｨｨｰ02ｨｰ 09ｨｰ0806ｨｨｨｰ0205ｨｹ09ｨｰ09ｨ ｨｨ ｨ 0801ｨｨｨｰ02ｨｺｨｰｨｮ0804, 08ｨｨｨｰｨ ｨｦ), 08ｨｪ 09ｨｮｨｦｨｪｨ ｨｺ (07ｨｪｨｨ ｨｨｨｰ02ｨｰ 04ｨｨ05ｨｨｨｪｨ, ｨ ｨｺｨｨ07), ｨ 0807ｨｪ ( ｨ ｨｪ09ｨｺｨｨｨｦ ｨｮ01ｨ 0809ｨｰ0902ｨｪｨｪｨｨｨｦ ｨｮｨｪｨｨ ｨｨｨｰ02ｨｰ ｨ 0801ｨｨｨｰ02ｨｺｨｰｨｮ0804 ｨｨ 09ｨｰ0806ｨｨｨｰ0205ｨｹ09ｨｰ09ｨ, 0808ｨｬ02ｨｪｨｨ07), 0306ｨｰｨ (06ｨｰ ｨｺ0802ｨｰｨ 08ｨｹ), 03ｨｮ , 05ｨ ｨｬ0601ｨｨｨｪ (04ｨ ｨｬ ｨ ｨｰ020507), 05ｨｨ , ｨ 08ｨｰｨｨ ｨｪ , 0608ｨ 09ｨｮ , ﾁｨｮｨｪ06ｨｺ (04ｨ ｨｬ. 06ｨｰ ｨｺ0802ｨｰｨ 0807) ｨ ｨｺ02ｨｨｨｨ: , ｨｺ09ｨ, ｨ 0909ｨｺ , (499) , 08ｨ ｨｺ09 +7 (499) vestnikmgsu@.mgsu.ru, ｨｺｨｰ0806ｨｪｨｪｨ ｨｨ ｨｨ09ｨ ｨｪ ﾂｨ ｨｰｨｹ ｨｬｨ ｨｰ0208ｨｨｨ 0504 ｨｪ06ｨｬ0208ｨ ｨｰ ｨ 09ｨｰ0902ｨｪｨｪ0609ｨｰｨｹ ｨ ｨｺ02ｨｨｨｨ, ﾂｨ ｨｰｨｺｨ ｨｨ05ｨｨ ｨｨ ｨｪｨｨ02 ｨｨ ｨ 04ｨｬ ｨ 06ｨｬ ｨｪ0609ｨｰｨｹ06 ｨｨ05ｨｨ 0706 ﾂｨ 09ｨｰ07ｨｬ ｨｮ09ｨｺｨ 02ｨｰ0907 ｨｰ0605ｨｹｨｺ ｨｨ09ｨｹｨｬ02ｨｪｨｪ ｨ ｨｪｨｨ ｨ ｨｺ02ｨｨｨｨ. ISSN ｨｰｨｪｨｨｨｺ , 2010

4 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ ﾁ ｨｮ ｨｨ ｨｪ0702ｨｰ ｨｰ ｨｪ07 06ｨ 08ｨ ｨ ｨｪｨｨ07 00ｨ ｨｺｨｮ05ｨｹｨｰ02ｨｰｨ 00ｨｨ010806ｨｰ0201ｨｪｨｨ ﾂ0209ｨｺ ｨｨ ｨｨｨ 05ｨｹｨｪ ｨｰ0806ｨｨｨｰ0205ｨｹ09ｨｰ09ｨ ｨｮ08ｨｪ ｨ 0409ｨｨｨｰｨｨ02 00ｨｨ ｨｪ ｨｰｨｨｨｺｨｨ 09 ｨｺ06ｨｪ ｨ 0102ｨ ｨｰ ｨｪｨ ﾂｨ 0502 ｨｰ08ｨｨ0102ｨ ｨｰ ｨｰ060502ｨｰｨｨ07, ｨ ｨｪｨｪ ｨ 05ｨｨ04ｨ 02ｨｨ02ｨｦ 0705ｨ ｨｪｨ , 0706ｨｰ0802ｨ 0609ｨ ｨｰ0609ｨｺｨｮ ｨｺ06ｨｺ09ｨ 05ｨｨ00ｨｨ02ｨｨ080609ｨ ｨｪｨｪ0401 ｨｺｨ ｨｮ ｨｺ060909ｨｺ06ｨｬ ｨｨｨｪ0302ｨｪ0208ｨｪ06-09ｨｰ0806ｨｨｨｰ0205ｨｹｨｪ06ｨｬ ｨｨｨｪ09ｨｰｨｨｨｰｨｮｨｰ02 ( ) ｨ ｨ ｨｪｨｨ040609ｨ ｨｪ 01ｨｨ ｨｨ ｨｦ 00ｨ ｨｺｨｮ05ｨｹｨｰ02ｨｰ, ｨｪｨ ﾂｨ 0903ｨｨｨｦ ｨｰ0609ｨｺｨｮ ｨｨ ｨｮ09ｨｺ ｨｨｨｪ0302ｨｪ ｨｨ010806ｨｰ0201ｨｪｨｨｨｺ ｨｪ07 00ｨ ｨｺｨｮ05ｨｹｨｰ02ｨｰ ｨｨｨｰ ｨｰｨ 09 06ｨｪ09ｨｰｨｨｨｰｨｮｨｰｨ 05ｨｪ ｨｰｨｨ ﾂ0209ｨｺ060006, ｨｦ09ｨｰ0902ｨｪｨｪ ｨｨ 0708ｨｨ ｨ ｨｪｨｪ ｨｰ0806ｨｨｨｰ0205ｨｹ09ｨｰ09ｨ ( ), ｨｺ06ｨｰ060804ｨｦ ｨ ｨ ｨｪ ｨｺｨｰ07ｨ ｨｹ ｨ ｨｪｨｨ07 ｨｨｨｪ09ｨｰｨｨｨｰｨｮｨｰｨ ｨ ｨ ｨｲ0201ｨｨｨｪ02ｨｪｨｨ02 ｨｪｨ ｨｮ ﾂｨｪ ｨ ｨｨ ﾂ0209ｨｺ ｨｰ02ｨｪ02ｨｨｨ 05ｨ 00ｨ ｨｺｨｮ05ｨｹｨｰ02ｨｰ0609 ｨｮｨｪｨｨ ｨｨｨｰ02ｨｰｨ, ｨｨｨｬ0206ｨｴｨｨ01 06ｨ ｨｴｨｨ02 04ｨ 01ｨ ﾂｨｨ ｨｨ ｨｪｨ 0708ｨ ｨｪｨｪ0609ｨｰｨｹ 09 06ｨ 05ｨ 09ｨｰｨｨ ｨｮ ﾂ02ｨ ｨｪ06ｨｦ ｨｨ ｨｪｨ ｨｮ ﾂｨｪ06ｨｦ ｨｰ0205ｨｹｨｪ0609ｨｰｨｨ. 06ｨｬ02ｨｪｨｪ ｨｰ06ｨｬｨｮ 0708ｨｨｨｪ02ｨｨ07ｨｮ ｨ 0405ｨｨ 06ｨ ｨｲ0201ｨｨｨｪ02ｨｪ04 ｨｰ08ｨｨ 00ｨ ｨｺｨｮ05ｨｹｨｰ02ｨｰｨ : ｨｪｨ ｨ 0302ｨｪｨｨ07 ｨｨ ｨｰ ｨｪｨｨ07 (00ｨｨ00), 00ｨｨ010806ｨｰ0201ｨｪｨｨ ﾂ0209ｨｺ ｨｨ ｨｨｨ 05ｨｹｨｪ ｨｰ0806ｨｨｨｰ0205ｨｹ09ｨｰ09ｨ (010505) ｨｨ ｨｰ ｨｪ ｨｰｨｨ ﾂ0209ｨｺ ｨｰ0806ｨｨｨｰ0205ｨｹ09ｨｰ09ｨ (060605). 06ｨｪ09ｨｰｨｨｨｰｨｮｨｰ 08ｨ ｨ 00ｨ 02ｨｰ ｨｺｨ 0108ｨ ｨｬｨｨ ｨｦ ｨｪｨ ｨｮ ﾂｨｪ06ｨｦ ｨｺ09ｨ 05ｨｨ00ｨｨｨｺｨ 02ｨｨｨｨ: ｨ 09ｨ ｨｰ0205ｨｹ09ｨｺ06ｨｦ ｨｰ0205ｨｹｨｪ0609ｨｰｨｹ06 ｨｨ ｨｪｨ ｨｮ ﾂｨｪ06ｨｦ 08ｨ ｨ 06ｨｰ06ｨｦ 04ｨ ｨｪ07ｨｰ ｨ, 0106ｨｺｨｰ0608ｨ ｨｰ0201ｨｪｨｨ ﾂ0209ｨｺｨｨ01 ｨｪｨ ｨｮｨｺ, ｨｨｨｬ02ｨｪｨ ｨｺ06ｨｰ ｨｨ0806ｨｺ06 ｨｨ ｨｰｨｪ04 ｨｪ02 ｨｰ0605ｨｹｨｺ06 09 ｨｪｨ 0302ｨｦ 09ｨｰ08ｨ ｨｪ02, ｨｪ06 ｨｨ 04ｨ ｨ ｨｬｨｨ. 0608ｨｨ ｨｨ ｨｰｨｨ ｨｨｨ 05ｨｹｨｪ0609ｨｰ02ｨｦ ｨｨｨｪ09ｨｰｨｨｨｰｨｮｨｰｨ ｨｨ ｨｬ020301ｨｮｨｪｨ ｨｪｨｮ06 ｨ ｨｺｨｺ080201ｨｨｨｰｨ 02ｨｨ ｨｪ09ｨｰｨｨｨｰｨｮｨｰ02 ｨｨｨｪ0302ｨｪ ｨｰ0806ｨｨｨｰ020502ｨｦ ｨｨｨｺ06ｨ 08ｨｨｨｰｨ ｨｪｨｨｨｨ. 04ｨ ｨ 00ｨ 07 ｨｰｨ ｨｺｨｨｨｬ ｨｪｨ ｨｮ ﾂｨｪ ｨ ｨｨ ﾂ0209ｨｺｨｨｨｬ 0706ｨｰ02ｨｪ02ｨｨｨ 0506ｨｬ, ｨｨｨｪ09ｨｰｨｨｨｰｨｮｨｰ ｨｬｨｨ08ｨｮ02ｨｰ ｨｨ 0802ｨ 05ｨｨ04ｨｮ02ｨｰ ｨｪｨ ｨｮ ﾂｨｪ ｨ ｨｬｨｬ04 ｨｨ ｨｨ ｨ ｨｪｨｨ07, ｨ ｨｪｨｪ ｨ ｨｰ06ｨｬｨｪ06ｨｦ 05ｨｪ ｨｰｨｨｨｺ06ｨｦ, 00ｨｨ ｨｪ ｨｰｨｨｨｺ06ｨｦ, ｨ ｨｺｨｰｨｨ09ｨｪ06 ｨｮ ﾂｨ 09ｨｰ09ｨｮ02ｨｰ ｨ ｨｬｨｬｨ 01 ｨｺ06ｨｬ070502ｨｺ09ｨｪ ｨｨ ｨｹ040609ｨ ｨｪｨｨ ｨｪ ｨｮ ｨｨ ｨ ｨｪ04 06ｨｺ08ｨｮ03ｨ 06ｨｴ02ｨｦ , ｨ 02ｨｰ ｨｺｨ ｨｦ , 0708ｨｨ090502ｨｺｨ 02ｨｰ ｨｺ ｨｮ ﾂｨ 09ｨｰｨｨ06 09 ｨｪｨ ｨｮ ﾂｨｪ0401 ｨｨ ｨ ｨｪｨｨ ｨｰｨｮ0102ｨｪｨｰ0609, ｨ 02ｨｰ ｨｺｨ ﾂ0209ｨｰ ｨｰ0609ｨｺｨｨ ｨｬｨ 00ｨｨ09ｨｰ ｨｨ ｨ 0907ｨｨ08ｨ ｨｪｨｰ0609, ｨｬ ｨｪｨｨ04ｨｨ08ｨｮ02ｨｰ 05ｨ ｨ 0608ｨ ｨｰ0608ｨｪｨｮ06 ｨ ｨ 04ｨｮ. 0806ｨｪ02 ﾂｨｪ06, ｨｪｨｨ ｨ ｨｰｨｨ0502ｨｰｨｨ ｨｰ02 ﾂ0209ｨｰ0902ｨｪｨｪ06ｨｦ 00ｨｨ010806ｨｰ0201ｨｪｨｨｨｺｨｨ ｨ 0405ｨｨ 06 ﾂ02ｨｪｨｹ ｨｪ04ｨｬｨｨ, ｨｨ ｨ 06ｨｦ 0708ｨｨ ﾂｨｨｨｪ04 08ｨ ｨ ｨｰｨｹ0907 ｨｮ ｨｨｨ 05ｨｨ09ｨｰ ｨｨ010806ｨｰ0201ｨｪｨｨｨｺ0609 ｨｪ02 ｨ ｨｨ ｨ ｨ 05ｨ ｨ 0807 ｨ ｨｺｨｰｨｨ09ｨｪ06ｨｬｨｮ 00ｨｨ ｨｪ ｨｰｨｨ ﾂ0209ｨｺ06ｨｬｨｮ 09ｨｰ0806ｨｨｨｰ0205ｨｹ09ｨｰ09ｨｮ ｨｰ08ｨ ｨｪｨ ｨｪｨ ｨｨ05ｨ 09ｨｹ ｨｪｨ 2-06ｨｬ ｨｬ0209ｨｰ02 09 ｨｬｨｨ ｨｮｨｬｨｬｨ 08ｨｪ06ｨｦ ｨｮ09ｨｰｨ ｨｪ ｨｪｨｪ06ｨｦ ｨｬ06ｨｴｨｪ0609ｨｰｨｨ ｨｨ ｨ ｨ 06ｨｰｨｺ ｨｺｨｰ080605ｨｪ020800ｨｨｨｨ ｨｪｨ , ｨｰ ｨｦ ﾂｨ ｨｨ07 04ｨ ｨｪｨｨｨｬｨ 02ｨｰ ｨｬ0209ｨｰ06 09 ｨｬｨｨ ｨｬ 0802ｨｦｨｰｨｨｨｪ ｨ ｨｨｨｨ ｨｪ0609ｨｪ06ｨｬ ｨ 05ｨｨ ｨｰ08ｨ ｨｨ09ｨ ｨｰｨｹ ｨｨ ｨｨｨｰｨｹ 09 05ｨｺ090705ｨｮｨ ｨｰｨ 02ｨｨ06 ｨｮ ｨ ｨｪｨｪ0202 ｨｪｨ ﾂｨ ｨｰ ｨ ｨｲ02ｨｺｨｰ ｨｰ0902ｨｰ09ｨｰ09ｨｨｨｨ 09 " ｨ ｨｬｨｬ06ｨｦ 08ｨ 0409ｨｨｨｰｨｨ07 00ｨｨ ｨｪ ｨｰｨｨｨｺｨｨ ｨｨｨｨ ｨｪｨ ｨｨ ｨｨ ｨｪｨ ｨｺｨｰｨｨ09ｨｮ " 09 09ｨｰ08ｨ ｨｪ02 ｨｪｨ ｨｬ02 ﾂ02ｨｪ06 09ｨｰ0806ｨｨｨｰ0205ｨｹ09ｨｰ ｨ ｨｴ02ｨｦ ｨｬ06ｨｴｨｪ0609ｨｰｨｹ06 06ｨｰ ｨｰ ｨｨ ｨ ｨｴ02ｨｦ ｨｬ06ｨｴｨｪ0609ｨｰｨｹ06 ｨ ｨｰ ｨｮｨｰｨｨ, 05ｨｰ06ｨｰ 0705ｨ ｨｪ ｨｬ0603ｨｪ06 ｨｪｨ 0409ｨ ｨｰｨｹ 0705ｨ ｨｪ06ｨｬ ｨｪ07 03ｨｨ04ｨｪｨｹ 01ｨｨｨｺｨｰｨｮ02ｨｰ ｨｪ0206ｨ ｨｨｨｬ0609ｨｰｨｹ ｨｰｨ ｨｺ ｨ 0409ｨｨｨｰｨｨ07 00ｨｨ ｨｪ ｨｰｨｨｨｺｨｨ ｨｺｨｰｨｨ09 00ｨ ｨｺｨｮ05ｨｹｨｰ02ｨｰｨ 00ｨｨ010806ｨｰ0201ｨｪｨｨ ﾂ0209ｨｺ ｨｨ ｨｨｨ 05ｨｹｨｪ ｨｰ0806ｨｨｨｰ0205ｨｹ09ｨｰ09ｨ (010505) ｨｪ 0607ｨｰｨｨｨｬｨｨ04ｨｬｨ ｨｨ 09ｨｪ0609ｨｨｨｰ ｨｦ 09ｨｺ05ｨ ｨｪ02ｨｪｨｨ02 05ｨｰ ｨ ｨｪｨ 09 09ｨｨ ｨｰ0609ｨｺｨｨ ｨｺ06ｨｺ09ｨ 05ｨｨ00ｨｨ02ｨｨ080609ｨ ｨｪｨｪ0401 ｨｺｨ ｨｨ ｨｪｨ ｨｮ ﾂｨｪ0401 ｨｨ ｨ ｨｪｨｨｨｦ ｨｺｨｰｨｨ08ｨｮ02ｨｬ0401 ｨｨ 09ｨｰ080607ｨｴｨｨ ｨ ｨｲ02ｨｺｨｰ ｨｰ 05ｨｨ02ｨ 0802ｨｺｨｰ0608ｨ ｨｰｨ ｨｨ 06ｨｰ 0902ｨ 07 05ｨｨ ﾂｨｪ ﾂｨｪ ｨ ｨｺ ｨｺｨｰｨｨ09 00ｨ ｨｺｨｮ05ｨｹｨｰ02ｨｰｨ 01ｨｨ010806ｨｰ0201ｨｪｨｨ ﾂ0209ｨｺ ｨｨ ｨｨｨ 05ｨｹｨｪ ｨｰ0806ｨｨｨｰ0205ｨｹ09ｨｰ09ｨ 09 06ｨ ｨｨ050202ｨｬ! ｨ 06 ｨｺ080207ｨｺ ｨｹ07 ｨｨ ｨｪ ｨｰｨｨ0302ｨｪｨｨｨｦ! 0402ｨｺｨｰ ｨｨ ﾂ02ｨｪｨｺ06 3

5 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ ﾁ , ｨｪ0108ｨｨｨ ｨｪ ﾁ : ｨｪ0108ｨｨｨ ｨｪ ﾁ ｨｰ06ｨｬｨｨｨｪ ﾁ ｨ ｨｪｨｰｨ 0803ｨｨ, ｨ -01ｨｮｨｬ09ｨｺｨｨ ｨｨ ｨｮｨ ｨｨｨｪｨ ﾁ ｨｺ0609, ｨｮ0806 ﾂｨｺｨｨｨｪｨ ﾁ ﾁ ﾁ ｨｮ0806 ﾂｨｺｨｨｨｪｨ ﾁ ﾁ ｨｨ03ｨｮ0209, ｨ 0402ｨｪｨｪ0609, ｨｬ0609, ｨｮｨｺｨｹ07ｨｪ0609, ｨｺｨｨｨｦ, ｨ 03ｨｨｨｪｨ ﾁ ﾁ ｨｨ03ｨｮ0209, ｨ 0402ｨｪｨｪ0609, ｨｮｨｺｨｹ07ｨｪ0609, ｨｬ ﾁ ﾁ ( , ﾁ ) ｨｪ09ｨｺｨ ｨｮｨｦｨｺ ﾁ ﾁ ｨｪｨｨｨｪ, ｨｨｨｪ ﾁ ｨｨｨｪ, ｨｨｨｪ, ｨｪｨｨｨｪ ｨｰ07ｨｺ0609ｨ

6 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ ﾁ ｨｮ08ｨ 09ｨｹ0209, ｨｨｨｪ, ｨ 09 ﾂ02ｨｪｨｺ ﾁ ﾁ ﾁ ﾁ ｨ 0708ｨ ｨ 0708ｨ ｨｪ04ｨ 07ｨ ﾁ ｨ 08ｨｺ0609ｨ ﾁ ﾁ ｨ ｨｪｨｨｨｺ, ｨｪｨｨｨｪ, 07ｨｬｨ 08ｨｮ 09ｨ ｨｬｨ ｨｪ ｨ, ｨｪｨｪｨｨｨｺ0609ｨ ﾁ ｨｨｨｪ0601ｨｬｨ ｨｪ, ｨ ｨｪｨｨｨｰ ﾁ ｨｰｨ , ｨｮｨ ｨｨｨｪｨ, ｨｮｨｺ ﾁ ﾁ ﾁ ﾁ , ﾁ0208ｨｪ ﾁ ｨｪ06ｨｴ02ｨｪｨｺ0609ｨ, ｨｬｨｨ08ｨｪ0609ｨ ｨｪ06ｨｴ02ｨｪｨｺ0609ｨ ｨ ｨｹ09ｨｺｨｨｨｦ, ｨｰｨ , ｨ ｨｺ : ﾁ ｨｬ02ｨｪｨｺ06, ｨ 05ｨ 03ｨｪｨｨｨｺ0609, ｨｰｨ ｨｨ09ｨｨ02ｨｺｨｨｨｦ, ｨ ｨｺ, ｨ ｨｺ ｨｨ09ｨｨ02ｨｺｨｨｨｦ, ｨｺｨｮｨｪ0609ｨ ﾁ ｨ 0908ｨｮ090209ｨｨ ﾂ , ｨｮ0805ｨ ｨｺ0609, ｨ 08ｨｰｨｨ ｨｪ

7 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ ﾁ ｨ 08ｨｰｨｨ ｨｪ, ｨ 08ｨｰｨｨ ｨｪ ﾁ ﾂｨ 00ｨｨｨｪ, ｨｨ03ｨｪ07ｨｺ ﾁ ｨｨｨｺｨｨ03ｨｺｨｨｨｪ ｨ ｨｰ06ｨｪ0609ｨ ｨｹｨｨ ﾂ0209, ｨｪｨ ｨｬ02ｨｪ09ｨｺｨｨｨｦ, ﾁ ｨ, , ﾁ0208ｨｪｨｨｨｺ ﾁ ｨｮ03ｨｨｨｪ, ｨ 0805ｨ 03ｨｺ0209ｨｨ ﾂ, ｨｮ08ｨ ｨ ﾁ ﾁ ｨｮ03ｨｨｨｪ, ｨ 0805ｨ 03ｨｺ0209ｨｨ ﾂ, ｨｮ08ｨ ｨ ﾁ ﾁ ｨｹ ｨｰ ﾁ ﾁ ﾁ ｨｪｨｨ ﾁ ｨ ｨｦ050209ｨ ｨｪ07ｨｪ , ｨｮ01ｨｺ0209ｨｨ ﾂ, ｨ ｨｬ02ｨｪｨｴｨｨｨｺ ｨｮ01ｨ ｨｪ0609, ｨｮ01ｨ ｨｪ0609ｨ ﾁ ｨｪｨｨｨｺ ﾁ ｨｨｨｺｨｨ ｨ

8 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ ﾁ ﾁ , ｨ 08ｨｰｨｨ ｨｪ ｨ 08ｨｰｨｨ ｨｪ, ｨｰ08ｨｮｨｪｨｨｨｪ ( ) ｨ 0901ｨｨ090202, 0801ｨｬｨ ｨ 06ｨｮｨｮ ﾁ ｨ ｨｺ09ｨｨｨｬ02ｨｪｨｺ06, ｨ ﾂ ﾁ ﾁ ｨ ｨｺ09ｨｨｨｬ02ｨｪｨｺ06, ｨ ﾂ ﾁ ｧ ｨ ｨｨｨｪ ｨ ｨｨｨｪ0609, ｨ ｨｨｨｪ0609ｨ ｨ , ｨｰｨｨｨｪ ﾁ ﾁ ﾁ ｨ 0608ｨｴｨｨｨｺ ﾁ ﾁ ｨ 0608ｨｴｨｨｨｺ ﾁ ﾁ ｨｦｨｪ02ｨｺ06, ｨ, ﾁｨｮｨｪ06ｨｺ ﾁ ﾁ ｨｰｨｮ030209ｨ, ｨｺ0609ｨ (01/ ) ｨｰｨｮ030209ｨ, ｨｨ0902ｨｪｨｺ0609ｨ ﾁ ﾁ ﾁ ﾁ ｨｪｨｨ09ｨｺｨｨｨｪ, ｨｬｨ 08ｨｨｨ ｨｪ00ｨ ﾁ ﾁ ﾁ ｨｬ ｨ, ｨｮ0806 ﾂｨｺｨｨｨｪｨ

9 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ ｨｮ08ｨ 09ｨｹ0209, ｨ 09 ﾂ02ｨｪｨｺ ｨｨ09ｨｨ02ｨｺｨｨｨｦ ｨ 0302ｨｪ0609, ｨｮｨｺｨｮｨｰ020609ｨ, ｨ ｨｰ ｨ ｨ ｨ 05ｨｨｨｪ09ｨｺｨｨｨｦ, ｨｮｨｺｨｮｨｰ020609ｨ, ｨｺｨｨｨｪ, ｨｰ06 ﾂ02ｨｪｨｺ ﾁ ﾁ ﾁ ｨｨ , ｨｺｨｨｨｬ0609, ｨ ｨｦ ｨ ｨｪｨｨ ｨｮ04ｨｨｨｪ , ｨｮ05ｨｨｨｪ

10 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ THE STATE-OF-THE-ART OF ULTRAFILTRATION TECHNOLOGY USING FOR SURFACE WATER TREATMENT..,.. A.G. Pervov, A.P. Andrianov -, The article presents state-of-the-art membrane techniques applied for surface water treatment, especially the advantages and disadvantages of ultrafiltration technology. The main ways to improve and modify ultrafiltration systems are proposed., -,, ｨC.., -,,., -, 0003., -, -,. - -., -, : ｨC ; ｨC - ; 9

11 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ ｨC 0ｬ80ｯ20ｮ20ｭ90ｭ50ｭ30ｭ4 0ｮ10ｬ60ｮ20ｮ60ｭ90ｭ0 0ｮ00ｮ10ｭ90ｭ70ｯ20ｬ80ｭ80ｭ90ｭ4 0ｬ80ｭ90ｭ00ｯ2 (0ｭ00ｭ9 10 % 0ｭ3 0ｬ70ｭ90ｭ60ｭ10ｭ1); ｨC 0ｭ00ｭ90ｮ20ｮ30ｬ60ｮ30ｭ90ｮ80ｭ80ｭ9 0ｬ80ｯ20ｮ20ｭ90ｭ50ｭ30ｭ1 0ｭ50ｬ60ｮ00ｭ30ｮ30ｬ60ｭ60ｯ30ｭ80ｯ20ｭ1 0ｭ3 0ｯ40ｭ50ｮ20ｮ00ｭ60ｮ40ｬ60ｮ30ｬ60ｮ70ｭ30ｭ90ｭ80ｭ80ｯ20ｭ1 ｨﾀ0ｬ60ｮ30ｮ10ｬ60ｮ30ｯ2. 0ｩ7 0ｭ80ｬ60ｮ20ｮ30ｭ90ｯ60ｯ00ｭ10ｭ4 0ｮ20ｮ30ｬ60ｮ30ｯ30ｭ1 0ｮ00ｮ10ｭ30ｬ80ｭ10ｭ00ｭ10ｭ80ｯ2 0ｮ10ｭ1ｨﾀ0ｮ40ｭ60ｯ30ｮ30ｬ60ｮ30ｯ2 0ｭ80ｬ60ｮ40ｮ80ｭ80ｭ90ｬ90ｭ9 0ｬ60ｭ80ｬ60ｭ60ｭ3ｨﾀ0ｬ6 0ｮ00ｮ10ｭ90ｮ70ｭ10ｮ20ｮ20ｬ6 0ｭ70ｭ10ｭ70ｬ70ｮ10ｬ60ｭ80ｭ80ｭ90ｭ4 0ｮ40ｭ60ｯ30ｮ30ｮ10ｬ60ｮ50ｭ30ｭ60ｯ30ｮ30ｮ10ｬ60ｮ70ｭ30ｭ3 0ｮ00ｮ10ｭ30ｭ70ｭ10ｭ80ｭ30ｮ30ｭ10ｭ60ｯ30ｭ80ｭ9 0ｭ5 0ｭ90ｬ70ｮ10ｬ60ｬ70ｭ90ｮ30ｭ50ｭ1 0ｮ00ｭ90ｬ80ｭ10ｮ10ｮ60ｭ80ｭ90ｮ20ｮ30ｭ80ｯ20ｮ6 0ｬ80ｭ90ｭ0 0ｭ3 0ｮ20ｭ00ｭ10ｭ60ｬ60ｭ80ｬ6 0ｮ00ｭ90ｮ00ｯ20ｮ30ｭ50ｬ6 0ｭ80ｬ60ｭ70ｭ10ｮ30ｭ30ｮ30ｯ3 0ｮ00ｮ40ｮ30ｭ3 0ｭ10ｬ90ｭ9 0ｮ20ｭ90ｬ80ｭ10ｮ10ｮ90ｭ10ｭ80ｮ20ｮ30ｬ80ｭ90ｬ80ｬ60ｭ80ｭ30ｯ6. 0ｫ20ｭ90ｬ80ｮ10ｭ10ｭ70ｭ10ｭ80ｭ80ｬ60ｯ6 0ｮ30ｭ10ｮ60ｭ80ｭ90ｭ60ｭ90ｬ90ｭ30ｯ6 0ｮ40ｭ60ｯ30ｮ30ｮ10ｬ60ｮ50ｭ30ｭ60ｯ30ｮ30ｮ10ｬ60ｮ70ｭ30ｭ3 0ｩ7 0ｭ80ｬ60ｮ20ｮ30ｭ90ｯ60ｯ00ｭ10ｭ1 0ｬ80ｮ10ｭ10ｭ70ｯ6 0ｮ00ｮ10ｭ3 0ｭ90ｮ80ｭ30ｮ20ｮ30ｭ50ｭ1 0ｮ00ｭ90ｬ80ｭ10ｮ10ｮ60ｭ80ｭ90ｮ20ｮ30ｭ80ｯ20ｮ6 0ｬ80ｭ90ｭ0 0ｮ40ｭ60ｯ30ｮ30ｮ10ｬ60ｮ50ｭ30ｭ60ｯ30ｮ30ｮ10ｬ60ｮ70ｭ30ｭ10ｭ4 0ｭ80ｬ60ｭ30ｬ70ｭ90ｭ60ｭ10ｭ1 0ｮ90ｭ30ｮ10ｭ90ｭ50ｭ9 0ｭ30ｮ20ｮ00ｭ90ｭ60ｯ3ｨﾀ0ｮ40ｯ50ｮ3 0ｭ00ｬ80ｬ6 0ｮ10ｭ10ｭ20ｭ30ｭ70ｬ6 0ｮ50ｭ30ｭ60ｯ30ｮ30ｮ10ｭ90ｬ80ｬ60ｭ80ｭ30ｯ6: ｨC 0ｮ20ｮ60ｭ10ｭ70ｬ6 0ｮ2 000ｮ30ｮ40ｮ00ｭ30ｭ50ｭ90ｬ80ｭ90ｭ403 0ｮ50ｭ30ｭ60ｯ30ｮ30ｮ10ｬ60ｮ70ｭ30ｭ10ｭ4 (00dead-end03), 0ｭ50ｭ90ｬ90ｭ00ｬ6 0ｬ80ｮ20ｯ6 0ｬ80ｭ90ｭ00ｬ6, 0ｮ00ｭ90ｮ20ｮ30ｮ40ｮ00ｬ60ｯ50ｯ00ｬ60ｯ6 0ｬ8 0ｬ60ｮ00ｮ00ｬ60ｮ10ｬ60ｮ3, 0ｮ00ｮ10ｭ90ｮ50ｭ30ｭ60ｯ30ｮ30ｮ10ｭ90ｬ80ｯ20ｬ80ｬ60ｭ10ｮ30ｮ20ｯ6 0ｮ80ｭ10ｮ10ｭ1ｨﾀ 0ｭ70ｭ10ｭ70ｬ70ｮ10ｬ60ｭ80ｮ4; ｨC 0ｮ20ｮ60ｭ10ｭ70ｬ6 0ｮ2 0ｮ30ｮ10ｬ60ｭ8ｨﾀ0ｭ30ｮ30ｭ80ｯ20ｭ7 0ｮ00ｭ90ｮ30ｭ90ｭ50ｭ90ｭ7 (00cross-flow03), 0ｮ00ｮ10ｭ3 0ｭ50ｭ90ｮ30ｭ90ｮ10ｭ90ｭ4 0ｭ90ｮ20ｭ80ｭ90ｬ80ｭ80ｭ90ｭ4 0ｭ90ｬ70ｯ10ｭ10ｭ7 0ｭ90ｬ70ｮ10ｬ60ｬ70ｬ60ｮ30ｯ20ｬ80ｬ60ｭ10ｭ70ｭ90ｭ4 0ｬ80ｭ90ｭ00ｯ2 0ｮ70ｭ30ｮ10ｭ50ｮ40ｭ60ｭ30ｮ10ｮ40ｭ10ｮ3 0ｮ80ｭ10ｮ10ｭ1ｨﾀ 0ｭ70ｭ10ｭ70ｬ70ｮ10ｬ60ｭ80ｭ80ｯ20ｭ1 0ｬ60ｮ00ｮ00ｬ60ｮ10ｬ60ｮ30ｯ2 0ｮ2 0ｮ70ｭ10ｭ60ｯ30ｯ5 0ｮ00ｭ90ｭ00ｭ00ｭ10ｮ10ｭ20ｬ60ｭ80ｭ30ｯ6 0ｬ80ｯ20ｮ20ｭ90ｭ50ｭ30ｮ6 0ｮ20ｭ50ｭ90ｮ10ｭ90ｮ20ｮ30ｭ10ｭ4 0ｮ00ｭ90ｮ30ｭ90ｭ50ｬ6 0ｬ80ｭ90ｭ00ｯ2 0ｭ80ｬ60ｭ0 0ｮ00ｭ90ｬ80ｭ10ｮ10ｮ60ｭ80ｭ90ｮ20ｮ30ｯ30ｯ5 0ｭ70ｭ10ｭ70ｬ70ｮ10ｬ60ｭ80ｯ2. 0ｩ7 0ｭ90ｬ70ｭ10ｭ30ｮ6 0ｮ20ｮ60ｭ10ｭ70ｬ60ｮ6 0ｭ90ｬ70ｮ10ｬ6ｨﾀ0ｮ40ｯ50ｯ00ｭ30ｭ10ｮ20ｯ6 0ｭ80ｬ6 0ｭ70ｭ10ｭ70ｬ70ｮ10ｬ60ｭ80ｬ60ｮ6 0ｭ90ｮ20ｬ60ｭ00ｭ50ｭ3 0ｭ50ｭ90ｭ60ｭ60ｭ90ｭ30ｭ00ｭ80ｯ20ｮ6 0ｭ3 0ｬ8ｨﾀ0ｬ80ｭ10ｮ90ｭ10ｭ80ｭ80ｯ20ｮ6 0ｬ80ｭ10ｯ00ｭ10ｮ20ｮ30ｬ8 0ｮ40ｭ00ｬ60ｭ60ｯ60ｯ50ｮ30ｮ20ｯ6 0ｮ2 0ｮ00ｭ90ｭ70ｭ90ｯ00ｯ30ｯ5 0ｮ00ｮ10ｭ90ｭ70ｯ20ｬ80ｭ90ｭ5 0ｭ90ｬ70ｮ10ｬ60ｮ30ｭ80ｯ20ｭ7 0ｮ30ｭ90ｭ50ｭ90ｭ7 0ｮ00ｮ10ｭ90ｮ50ｭ30ｭ60ｯ30ｮ30ｮ10ｭ90ｬ80ｬ60ｭ80ｭ80ｭ90ｭ4 0ｬ80ｭ90ｭ00ｯ2. 0ｫ30ｮ40ｮ00ｭ30ｭ50ｭ90ｬ80ｯ20ｭ4 0ｮ10ｭ10ｭ20ｭ30ｭ7 0ｯ60ｬ80ｭ60ｯ60ｭ10ｮ30ｮ20ｯ6 0ｯ40ｭ80ｭ10ｮ10ｬ90ｭ10ｮ30ｭ30ｮ80ｭ10ｮ20ｭ50ｭ3 0ｬ80ｯ20ｬ90ｭ90ｭ00ｭ80ｯ20ｭ7 (0ｬ8 0ｮ20ｮ10ｬ60ｬ80ｭ80ｭ10ｭ80ｭ30ｭ3 0ｮ2 0ｮ70ｭ30ｮ10ｭ50ｮ40ｭ60ｯ60ｮ70ｭ30ｭ90ｭ80ｭ80ｯ20ｭ7 0ｮ10ｭ10ｭ20ｭ30ｭ70ｭ90ｭ7), 0ｮ80ｮ30ｭ9 0ｮ20ｮ00ｭ90ｮ20ｭ90ｬ70ｮ20ｮ30ｬ80ｮ40ｭ10ｮ3 0ｭ10ｬ90ｭ9 0ｮ90ｭ30ｮ10ｭ90ｭ50ｭ90ｭ70ｮ4 0ｭ30ｮ20ｮ00ｭ90ｭ60ｯ3ｨﾀ0ｭ90ｬ80ｬ60ｭ80ｭ30ｯ5 0ｬ8 0ｭ50ｮ10ｮ40ｮ00ｭ80ｯ20ｮ6 0ｮ40ｭ60ｯ30ｮ30ｮ10ｬ60ｮ50ｭ30ｭ60ｯ30ｮ30ｮ10ｬ60ｮ70ｭ30ｭ90ｭ80ｭ80ｯ20ｮ6 0ｮ40ｮ20ｮ30ｬ60ｭ80ｭ90ｬ80ｭ50ｬ60ｮ6. 0ｪ90ｭ00ｭ80ｬ60ｭ50ｭ9 0ｮ30ｮ40ｮ00ｭ30ｭ50ｭ90ｬ80ｯ20ｭ4 0ｮ10ｭ10ｭ20ｭ30ｭ7 0ｭ30ｭ70ｭ10ｭ10ｮ3 0ｮ10ｯ60ｭ0 0ｮ20ｭ10ｮ10ｯ30ｭ1ｨﾀ0ｭ80ｯ20ｮ6 0ｭ80ｭ10ｭ00ｭ90ｮ20ｮ30ｬ60ｮ30ｭ50ｭ90ｬ8, 0ｭ50ｭ90ｮ30ｭ90ｮ10ｯ20ｭ1 0ｮ20ｭ9ｨﾀ0ｭ00ｬ60ｯ50ｮ3 0ｮ00ｮ10ｭ90ｬ70ｭ60ｭ10ｭ70ｯ2 0ｮ00ｮ10ｭ3 0ｮ10ｬ60ｬ70ｭ90ｮ30ｭ1 0ｬ80ｭ90ｭ00ｭ90ｭ90ｮ80ｭ30ｮ20ｮ30ｭ80ｯ20ｮ6 0ｮ20ｮ30ｬ60ｭ80ｮ70ｭ30ｭ4: ｨC ｨﾀ0ｭ80ｬ60ｮ80ｭ30ｮ30ｭ10ｭ60ｯ30ｭ80ｭ90ｭ1 0ｮ00ｬ60ｭ00ｭ10ｭ80ｭ30ｭ1 0ｮ00ｮ10ｭ90ｭ3ｨﾀ0ｬ80ｭ90ｭ00ｭ30ｮ30ｭ10ｭ60ｯ30ｭ80ｭ90ｮ20ｮ30ｭ3 0ｬ8 0ｮ30ｭ10ｮ80ｭ10ｭ80ｭ30ｭ1 0ｮ50ｭ30ｭ60ｯ30ｮ30ｮ10ｭ90ｮ70ｭ30ｭ50ｭ60ｬ6, 0ｮ20ｬ80ｯ6ｨﾀ0ｬ60ｭ80ｭ80ｭ90ｭ1 0ｮ2 0ｮ10ｭ90ｮ20ｮ30ｭ90ｭ7 0ｮ20ｭ60ｭ90ｯ6 0ｭ90ｮ20ｬ60ｭ00ｭ50ｬ6 0ｭ3 0ｭ10ｬ90ｭ9 0ｮ20ｭ90ｮ00ｮ10ｭ90ｮ30ｭ30ｬ80ｭ60ｭ10ｭ80ｭ30ｯ6; ｨC 0ｭ80ｭ10ｭ90ｬ70ｮ60ｭ90ｭ00ｭ30ｭ70ｭ90ｮ20ｮ30ｯ3 0ｬ8 0ｮ80ｬ60ｮ20ｮ30ｯ20ｮ6 0ｮ00ｮ10ｭ90ｭ70ｯ20ｬ80ｭ50ｬ60ｮ6 0ｭ70ｭ10ｭ70ｬ70ｮ10ｬ60ｭ8 0ｭ3, 0ｭ50ｬ60ｭ5 0ｮ20ｭ60ｭ10ｭ00ｮ20ｮ30ｬ80ｭ30ｭ1, 0ｬ70ｭ90ｭ60ｯ30ｮ90ｭ90ｭ4 0ｮ10ｬ60ｮ20ｮ60ｭ90ｭ0 0ｬ80ｭ90ｭ00ｯ2 0ｭ80ｬ6 0ｮ20ｭ90ｬ70ｮ20ｮ30ｬ80ｭ10ｭ80ｭ80ｯ20ｭ1 0ｭ80ｮ40ｭ20ｭ00ｯ2; ｨC 00ｨﾀ0ｬ60ｭ50ｮ40ｮ00ｭ90ｮ10ｭ30ｬ80ｬ60ｭ80ｭ30ｭ103 0ｮ00ｭ90ｮ1 0ｭ70ｭ10ｭ70ｬ70ｮ10ｬ60ｭ80ｯ2 0ｭ70ｭ10ｭ60ｭ50ｭ30ｭ70ｭ3 0ｮ80ｬ60ｮ20ｮ30ｭ30ｮ70ｬ60ｭ70ｭ3, 0ｬ80ｯ2ｨﾀ0ｯ20ｬ80ｬ60ｯ50ｯ00ｭ10ｭ1 ｨﾀ0ｭ80ｬ60ｮ80ｭ30ｮ30ｭ10ｭ60ｯ30ｭ80ｭ90ｭ1 0ｮ00ｬ60ｭ00ｭ10ｭ80ｭ30ｭ1 0ｮ00ｮ10ｭ90ｭ3ｨﾀ0ｬ80ｭ90ｭ00ｭ30ｮ30ｭ10ｭ60ｯ30ｭ80ｭ90ｮ20ｮ30ｭ3 0ｭ70ｭ10ｭ70ｬ70ｮ10ｬ60ｭ8 0ｭ3 0ｭ80ｭ10ｮ10ｭ10ｭ00ｭ50ｭ9 0ｭ80ｭ10ｭ90ｬ70ｮ10ｬ60ｮ30ｭ30ｭ70ｭ90ｭ1; ｨC 0ｭ80ｭ10ｮ20ｭ50ｭ90ｭ60ｯ30ｭ50ｭ9 0ｭ70ｭ10ｭ80ｯ30ｮ90ｬ60ｯ6 0ｯ40ｮ50ｮ50ｭ10ｭ50ｮ30ｭ30ｬ80ｭ80ｭ90ｮ20ｮ30ｯ3 0ｬ8 0ｮ20ｭ80ｭ30ｭ20ｭ10ｭ80ｭ30ｭ3 0ｮ70ｬ80ｭ10ｮ30ｭ80ｭ90ｮ20ｮ30ｭ3 0ｭ3 0ｭ90ｭ50ｭ30ｮ20ｭ60ｯ60ｭ10ｭ70ｭ90ｮ20ｮ30ｭ3 0ｮ00ｭ9 0ｮ20ｮ10ｬ60ｬ80ｭ80ｭ10ｭ80ｭ30ｯ5 0ｮ2 0ｮ30ｮ10ｬ60ｭ8ｨﾀ0ｭ30ｮ30ｭ80ｯ20ｭ7 0ｮ10ｭ10ｭ20ｭ30ｭ70ｭ90ｭ7. 0ｪ30ｮ20ｮ00ｯ20ｮ30ｬ60ｭ80ｭ30ｯ6, 0ｮ00ｮ10ｭ90ｬ80ｭ10ｭ00ｭ10ｭ80ｭ80ｯ20ｭ1 0ｬ60ｬ80ｮ30ｭ90ｮ10ｬ60ｭ70ｭ3, 0ｮ00ｭ90ｭ50ｬ6ｨﾀ0ｬ60ｭ60ｭ3, 0ｮ80ｮ30ｭ9 0ｮ00ｮ10ｭ3 0ｭ90ｬ70ｮ10ｬ60ｬ70ｭ90ｮ30ｭ50ｭ1 0ｮ00ｭ90ｬ80ｭ10ｮ10ｮ60ｭ80ｭ90ｮ20ｮ30ｭ80ｯ20ｮ6 0ｬ80ｭ90ｭ0 0ｭ80ｬ6 0ｭ70ｭ10ｭ70ｬ70ｮ10ｬ60ｭ80ｬ60ｮ6 0ｭ70ｬ60ｮ10ｭ50ｭ3 0ｫ40ｩ50ｪ7-150, 0ｭ30ｭ70ｭ10ｯ50ｯ00ｭ30ｮ6 0ｭ80ｬ60ｭ30ｬ70ｭ90ｭ60ｭ10ｭ1 0ｮ10ｬ60ｮ20ｮ00ｮ10ｭ90ｮ20ｮ30ｮ10ｬ60ｭ80ｭ10ｭ80ｭ80ｯ20ｭ4 0ｮ10ｬ6ｨﾀ0ｭ70ｭ10ｮ1 0ｮ00ｭ90ｮ1, 0ｬ8 0ｮ30ｭ10ｮ80ｭ10ｭ80ｭ30ｭ1 20 ｨC 40 0ｭ70ｭ30ｭ80ｮ40ｮ3 0ｮ50ｭ30ｭ60ｯ30ｮ30ｮ10ｭ90ｮ70ｭ30ｭ50ｭ60ｬ6 0ｮ00ｮ10ｭ90ｭ3ｨﾀ0ｬ80ｭ90ｭ00ｭ30ｮ30ｭ10ｭ60ｯ30ｭ80ｭ90ｮ20ｮ30ｯ3 0ｭ70ｭ10ｭ70ｬ70ｮ10ｬ60ｭ8 0ｮ00ｬ60ｭ00ｬ60ｭ10ｮ3 0ｮ00ｮ10ｭ30ｭ70ｭ10ｮ10ｭ80ｭ9 0ｬ8 1,5 ｨC 2 0ｮ10ｬ6ｨﾀ0ｬ6 (0ｮ10ｭ30ｮ2. 1). 0ｫ00ｭ90ｯ40ｮ30ｭ90ｭ70ｮ4 0ｮ20ｮ10ｭ10ｭ00ｭ80ｯ60ｯ6 0ｮ00ｮ10ｭ90ｭ3ｨﾀ0ｬ80ｭ90ｭ00ｭ30ｮ30ｭ10ｭ60ｯ30ｭ80ｭ90ｮ20ｮ30ｯ3 0ｭ70ｭ10ｭ70ｬ70ｮ10ｬ60ｭ8 0ｮ00ｮ10ｭ3 0ｮ10ｬ60ｬ70ｭ90ｮ30ｭ1 0ｬ8 0ｮ30ｬ60ｭ50ｭ90ｭ7 0ｮ10ｭ10ｭ20ｭ30ｭ70ｭ1 0ｭ90ｭ50ｬ6ｨﾀ0ｯ20ｬ80ｬ60ｭ10ｮ30ｮ20ｯ6 0ｭ80ｬ6 30 ｨC 50 % 0ｭ80ｭ30ｭ20ｭ1 0ｭ30ｮ6 0ｮ00ｮ10ｭ90ｭ3ｨﾀ0ｬ80ｭ90ｭ00ｭ30ｮ30ｭ10ｭ60ｯ30ｭ80ｭ90ｮ20ｮ30ｭ3 0ｮ00ｭ9 0ｮ80ｭ30ｮ20ｮ30ｭ90ｭ4 0ｬ80ｭ90ｭ00ｭ1. 0ｬ6) 0ｬ7) 0ｫ10ｭ30ｮ ｪ20ｬ60ｬ80ｭ30ｮ20ｭ30ｭ70ｭ90ｮ20ｮ30ｯ3 0ｭ3ｨﾀ0ｭ70ｭ10ｭ80ｭ10ｭ80ｭ30ｯ6 0ｮ00ｮ10ｭ90ｭ3ｨﾀ0ｬ80ｭ90ｭ00ｭ30ｮ30ｭ10ｭ60ｯ30ｭ80ｭ90ｮ20ｮ30ｭ3 0ｮ40ｭ60ｯ30ｮ30ｮ10ｬ60ｮ50ｭ30ｭ60ｯ30ｮ30ｮ10ｬ60ｮ70ｭ30ｭ90ｭ80ｭ80ｯ20ｮ6 0ｭ70ｭ10ｭ70ｬ70ｮ10ｬ60ｭ8 0ｬ8 0ｮ30ｭ10ｮ80ｭ10ｭ80ｭ30ｭ1 0ｮ50ｭ30ｭ60ｯ30ｮ30ｮ10ｭ90ｮ70ｭ30ｭ50ｭ60ｬ6 0ｭ90ｮ3 0ｭ50ｭ90ｭ80ｮ70ｭ10ｭ80ｮ30ｮ10ｬ60ｮ70ｭ30ｭ3 0ｬ8ｨﾀ0ｬ80ｭ10ｮ90ｭ10ｭ80ｭ80ｯ20ｮ6 0ｬ80ｭ10ｯ00ｭ10ｮ20ｮ30ｬ8 0ｬ8 0ｭ30ｮ20ｮ60ｭ90ｭ00ｭ80ｭ90ｭ4 0ｬ80ｭ90ｭ00ｭ1 (0ｬ6) 0ｭ3 0ｮ10ｬ6ｨﾀ0ｭ70ｭ10ｮ10ｬ6 0ｮ00ｭ90ｮ1 0ｭ70ｭ10ｭ70ｬ70ｮ10ｬ60ｭ8 (0ｬ7). 0ｫ00ｮ10ｭ30ｭ70ｭ10ｮ10ｭ80ｯ20ｭ1 0ｮ10ｬ6ｨﾀ0ｭ70ｭ10ｮ10ｯ2 0ｮ00ｭ90ｮ1: 0ｫ40ｩ50ｪ7-50 ｨC 0,005 0ｭ70ｭ50ｭ7, 0ｫ40ｩ50ｪ7-150 ｨC 0,015 0ｭ70ｭ50ｭ7, 0ｫ40ｩ50ｪ ｨC 0,1 0ｭ70ｭ50ｭ7 10

12 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ - ｨC. -,, (, ).. -, (. 2). - t/v t (t ｨC, V ｨC, - t) [2]. -. (, - - ) -. : -,,.,, -,, -, -, () (), 0003, ｨC [7]. -,, 0003 [5, 8]., -,.,. 11

13 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ -,, -, 10 ｨC 12 %. - ( : 5 %),,,.,,., ,, -., , (. 3) ,,., ｨC , - 00Degremont03 ( - ) - 00Norit03 00Inge03, ,,. 12

14 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ - ｨC., 20 ｨC 30, - [1].,, 0,01-0,02, ｨC ,, , -, -,.,. -,.,, , : ) 1 3 /; ) - /(06/) ; 1 ｨC ; 2 ｨC - d = 0,7 ; 3 ｨC d = 1,0 ; 4 ｨC , ｨC -.., 0003, ( ), -, 13

15 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ, -.,, [3, 4].,, -, ,., ,,,,,, -, - (. 5).. 5. () - () : 1 ｨC ; 2 ｨC ; 3 ｨC - ; 4 ｨC - -., - -., -, -,., - (, -,,,.). 00PCI03 () 00Norit03 () [6]. - 14

16 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ ( )., - ( 1 3 ) , : ｨC ; ｨC ; ｨC , ,.. -. // , , ,..,.. // , ,..,..,.. - // -, 2009, 11, Aoustin E., Sch01fer A.I., Fane A.G., Waite T.D. Ultrafiltration of natural organic matter. // Separation and Purification Technology V , p Bruggen B., Hawrijk I., Cornelissen E., Vandecasteele C. Direct nanofiltration of surface water using capillary membranes: comparison with flat sheet membranes. // Separation and Purification Technology V. 31. Issue 2, p Guigui C., Rouch J.C., Durand-Bourlier L., Bonnelye V., Aptel P. Impact of coagulation conditions on the in-line coagulation/uf process for drinking water production. // Desalination V. 147, p Yuan W., Kocic A., Zydney A.L. Analysis of humid acid fouling during microfiltration using a pore blockage-cake filtration model. // J. Membrane Science V. 198, p : ; ; ; ; ; ; ; ; ; ; Keywords: cross-flow filtration; dead-end filtration; membrane fleshing; membrane fouling; membrane; nanofiltration; natural water; pore plugging; surface water; ultrafiltration; water treatment 05ｨｰｨ ｨｰｨｹ ｨｰｨ ｨｪｨ ｨ ｨｺ02ｨｨ06ｨｪｨｪ04ｨｬ ｨｰ06ｨｬ ｨｰｨｪｨｨｨｺ

17 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ : MEMBRANE TECHNOLOGIES FOR MOSCOW TAP WATER POST-TREATMENT.. A.P. Andrianov - -. Based on analysis of tap water quality drawbacks and requirements of different kinds of consumers the optimum fields of application of membrane techniques for Moscow tap water post-treatment were defined. -, ().,,, -, -, -.,, -. -.,,,.,, - ( ｨC ).., , ( ) ( ),., -,,, - -. ｨC,, -.. ( ); () - ; ｨC,, (, - );, 16

18 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ,..,, - ( %, ) [1]. [1, 5, 7], -, [2],,,, ,. - (, )., -,,,, -, [5, 7]., - - ( , )., -. : ｨC ( ),,, -, ; ｨC,,,,, ;,, ; ｨC, - ( 0,1 /), ; - ( ) ; ｨC -,, ; ｨC,, - -,.,, -, (,, , ), -, ｨC.,,,, - 17

19 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ. -, - [3, 4, 6]. - -,,., -.,, -, - () ,,. 0,005 ｨC 0,1 -,,, - -, ｨC 99% -., - [3]., - -,, 0003, - -., -, -, , - : -. : ｨC ; ｨC ; ｨC, ; ｨC, -, ; ｨC ; ｨC (, - - ). 18

20 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ, -,, %, 90-99%, -. - ｨC -, (,, -..). -, 2,0 ｨC 5,5 -/ [2], -.,, -,, -. -.,, -. -., -. [1]. (,,,..)., -,,, -,,.,. -,,. -,,., ( ), ( , ｨC ),. ( ), -. -,, 5, 30 ｨC 40 %

21 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ, - - () ()..,, - : ｨC ( - ) ,.. // (54), : : - //... 12, 2005, //. 11, 2004, ,... // -., 2007, 7, 1, //. 10, 2004, ,..,.. :. //., 2007, 7, 1, : ; ; ; ; - ; ; ; ; ; ; ; Keywords: activated carbon filter; chloroform; house water filter; membrane; nanofiltration; reverse osmosis; tap water; ultrafiltration; water treatment; water quality 05ｨｰｨ ｨｰｨｹ ｨｰｨ ｨｪｨ ｨ ｨｺ02ｨｨ06ｨｪｨｪ04ｨｬ ｨｰ06ｨｬ ｨｰｨｪｨｨｨｺ

22 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ HUMIDITY DEFORMATION OF THE FIBRE REINFORCED CONCRETE HYDRAULIC STRUCTURES.. A.D. Istomin. -. Shrinkage deformation of the steel fibre concrete are one type of humidity deformation. The results of experiments on research of shrinkage deformation of the modification fiber reinforced concrete are submitted in the presented paper.., -,, -.., ,.. -,,. fb. -, -,,., -,, : , 32,

23 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ [1] ,. 2 ｨC 3.,, 50 ｨC , ,1-0,2 %. -, - fb x10x ,5%, 1,0%, 1,5%, 2%.. -.,,, m =45-1 > , -. -, 2-1 < m =5-1 < (m =0,5-1 < 2-1 ). 1:0, 32:1,2:2,2 (/:/:/:/) ,15% -3 0,7% , = 2,1, , 30. -,, -., [2]. 0,

24 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ 0, ,01. : * adhr fv W70 ( 1 ) k U (1) 70 fv - ; k -, /..1/; - ; W70 -, 70%, 0,0125 / 0,00625 / ; U * - /..2/. k (1) 7, , k 1,6 1,5 1,4 1,3 1,2 1,1 1,0 1 2 U (/) -94 m 15 * m ( -1 ) 2 m 15 m 2 0,016 0, : 0,377 3 fv 32,8 e 10, (2) fv -. 23

25 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ , (2) -, : 0003, : -, Bibliografia-references Steel fibre reinforced concrete structures.., The method of testing and analyzing of creep and shrinkage of the concrete.., 1975.,,,,,,,. Steel fibre, concrete, humidity, shrinkage, shrinkage coefficient? deformation, results of experiments, cross-section.,,. 30, nauka.07@mail.ru 05ｨｰｨ ｨｰｨｹ ｨｰｨ ｨｪｨ ｨ ｨｺ02ｨｨ06ｨｪｨｪ04ｨｬ ｨｰ06ｨｬ ｨｰｨｪｨｨｨｺ

26 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ..,.. - -,,. The separation of the parts of the global coastal engineering projects results in the specific problems for environmental impact assessment of the project. -. : ( 1920.), - (1998.), - () ( ).,. : 00 03, - -,., -.., -, :. - 16, 5, 1-2.,,,, , - -,, -, -.,,. 25

27 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ ( ) ().,,., - ( ). :, -. -,., "-,, -, ", ( ) -. - ().,.,, -.. -,,., - ( 23,. -) 80,2. -.,,.,., ( ) - (), ｨC.,,. -, -, -. -., : 00 03, 00-26

28 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ 03, 008 ｭ03.,,., -,. -,. - - Nord Stream.,,, - -.,,., , -,., -, - (.1). 1. [3] , - ( 1,5 ).,, - 27

29 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ, (.1). -., ｨC /03., -,.., ｨC - [4]. - / ,, ｨC. -.,, 100%.,.,,.,, -. - :,,,, ,.,, , - 67., -,,.,.., (.2). 28

30 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ. 2. [3] -. - [1, 2]., , , -, :... ｨC.: ｨC, ｨC ,, :... ｨC.: ｨC, ｨC , , 0003,, 2009, 4.Goshow C.K., Hosseini S., O ｯNeit S. Waterfront developments in the Gulf region: A review and examination of flushing and its relevance to water quality//copedec VII, 2008, paper No.59, ,,,,,,, Coastal area, global projects, environmental impact assessment, water exchange, water quality, project parts, assessment harmonization, actual projects 05ｨｰｨ ｨｰｨｹ ｨｰｨ ｨｪｨ ｨ ｨｺ02ｨｨ06ｨｪｨｪ04ｨｬ ｨｰ06ｨｬ ｨｰｨｪｨｨｨｺ

31 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ.. -. At carrying out of experimental researches on models of ports and vn ports it is necessary to give special attention to questions of modelling of wave processes for the purpose of reception of authentic and reliable results. -,.,,.. 1., : 1). 2). - -, ). -,, -, , - (.. )..,, - -.,, -,,. /1, 2, 3 /. I. ( ), (Sh): 30

32 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ H o t Sh, l, -,. (- ) Sh=0. II. : 2 Fr, g ( ),, -. III. : Re, ( ),. IV. : P E, u 2,. : V gz Eu, 2 2 z -., - (),.. - : We 0, /1, 2 /, We - ( h 10, 170 ). - 1:100 ｭ1:150., : - (,..); - (,..); t - ( ); g - ; - ; 31

33 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ - ; P -.,,.. 4. : fn( Sh, Fr,Re, Eu) 0,, -,, (), -., -,, t,,, (). - E, u,..,,.. Eu H( Sh, Fr,Re). -. (Fr). (Sh)., (Re). /1, 2 /, - Re 2000,. 1:50 ｭ1:200,,. - ;,. - k ( k - ). k. Re, z, : 2r z z Re, 2 z h 2 r r e - ; z -. z 2 T r 2 h z n, 4 ReT z ｨC. z z z : 32

34 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ Re =2000 2,5h /2/. - ( 90%) 3h. ( 2h) /4/.,. -. k -. k 1,5; 2,0; 2,5; 3,0 /3, 4/. -. -,. 1 ｭ , - k 2,5., -,, h - d,,... -,, - 2,5h., -, ,,, /3 /. 1: ,,.., 33

35 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ..,..,..,.., /2/., min 1, 73, - c 23,2 /c..,, - 23,2 /. : g 2 Tg c, 2 2 / c ; -, ; T - - g -, 0 3, 20 C 0,075 /; -, /. (3.9),, % 30 /c. = 50/c -.,, -, 17. (,, ),, -..., - k f( k ) ( 3.1), k ( ) : h max 2 k h, : 2 d cth 1 2 g, 2 h ｨC ; - max ; - ; d - ; -. kn

36 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ k kn 2,3 1,87 1,55 1,32 1,12 1,04 1,01,, k ( k 1, 0 ),,,. n , , -, 03., 1999.,,,,,,. Water area of port, wave mode, parametres of wind waves, similarity of the phenomena, criteria of modelling, turbulent mode of excitement, correction factors

37 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ THE COMPLEX APPROACH TO REDUCTION OF VOLUME OF DEPOSITS IN THE SEA CHENNEL.. N.A. Gubina, - -. In article researches of filling by deposits of sea channels which have allowed to develop recommendations about their designing for the purpose of use in engineering practice are resulted., -,., , -.,,, -,. -., -,,,,., [1, 2], -, -., 36

38 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ,. -, - -. () , -.,. -,.. -, -, , -, -,., -.,., - -, -.,,., -, 37

39 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ. :, ; - ;., [3, 4]., -, -. 1.,,,,, ,,,,,,,. 3.,, ,, ,.,.. -,., -, -., 38

40 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ., -,, , -, , , - -. () [1, 2] -,. : 1. ; 2., ; 3. ; 4.,, ; 5.., - 39

41 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ ,,, //, 2007, , //, 2007, , Bibliografia-references 1. Gubina N.A. Use of heat-sink cuts for protection of sea channels against a stream of deposits // Hydraulic engineering building, 2007, Gubina N.A. Mathematical modeling of filling by deposits of the sea channels protected by protective constructions // Hydraulic engineering building, 2007, Norms of designing of sea channels. RD Recommendations about hydraulic modeling of excitement and its influence on sandy coasts of the seas and water basins. The Russia scientific research institute of transport building.., 1987.,,,,,,,,. Sea channels, seaports, stream of deposits, protective constructions, heat-sink cut, navigation on the channel, navigable depth, places of concentration of deposits, modeling of movement of a stream of deposits.,, ngubina@bk.ru 05ｨｰｨ ｨｰｨｹ ｨｰｨ ｨｪｨ ｨ ｨｺ02ｨｨ06ｨｪｨｪ04ｨｬ ｨｰ06ｨｬ ｨｰｨｪｨｨｨｺ

42 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ ROLE OF SEDIMENTATION IN NATURAL SELF-CLEANING PROCESS OF WATER OBJECTS..,.. Borovkov V., KurochkinaV. -. In this article discussed the role of sedimentation in self-cleaning process of water objects., -, - - [6].,.. [2], -,, -. (,, ). -,, -, : cmax cmax e, (1) - k- t- max - () max - max t. c max c max kt, (1) : c c kt e (2), - () - 41

43 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ,.. [5]., -, [3]., -., -,... [4] -, -.,,, -,, -.,, -. -, -.,, ,,. -,,, -.,,,., -.,, -, , -,. -, ｨC 03 - [1] ,, [7], 42

44 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ , -,, -, - -.,,,., -. H dc cwdt, (3) H- - w ｨC ( ) t- (3) : W t / H c / cmax e (4) (2) (4), - -,, -. k (4) - W/H, (d=0,05, W =1,97 /) H, 0,5 1, 0 1,5 2 2,5 3 5 W/H*10 3, -1 3,9 1,93 1,32 0,99 0,79 0,66 0,39 -, 5 [5], , k*10 3, -1 0,061 0,083 0,125 0,075 0,043 0,024 43

45 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ (1) (2), - W/H. -,, - -.,, -,. 1...,... //..., , , , ,, Wood L.W. Role of oligochaetes in circulation of water and solutes across the mud-water inter face. // Verch. Inter. Limnol vol. 19, part 2., p. 153D :,,,. Keywords: natural self-cleaning of water objects, destruction of non-conservative water admixtures, sedimentation processes, river bed sedimentations formation...,.,., 2/1 (495) , borovkov01@yandex.ru..,.,., 2/1, (495) vkurochkina@fromru.com 05ｨｰｨ ｨｰｨｹ ｨｰｨ ｨｪｨ ｨ ｨｺ02ｨｨ06ｨｪｨｪ04ｨｬ ｨｰ06ｨｬ ｨｰｨｪｨｨｨｺ

46 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ RIVER BED CLEANING AND SLUDGE UTILIZATION IN GREEN- ERY CREATION IN PARKS.. V. Kurochrina -. In this article presents discussion about up-to- date technologies of river bed cleaning and influence of addition of varies doses of sludge on the cereals vegetation., -,, -. -,.,, - () , (.1). -, -.,,,. "". -,,,. - (Zc) -, 43% () (Zc 16). ( ) - (Zc 16ｨC32) 28%. 27% (Zc 32ｨC128), 2% (Zc 128).,,, - 45

47 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ,,.,, -,..1. () - (),, 50-, (), , : (),,.,. - -, -.,,,., -,., -, -., -,.,,, - 46

48 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ. - -.,.,,.,. - -., ｨC, -,, -,., -, , -. () [2].,., -,,., - - -,. -,,., -,,.,. : ; - (,. ),. -,,, -., 47

49 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ,,, -,. - [2], : -, -,., - -., [1] - -, -. : -- -,, ,,,,,. -, -., -,, -. (, ).,, :5; 1:10; 1:15; 1: , 2.,

50 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ l, mm ) ,, % 0% 5% 10% 20% 60 l, mm ) ,, % 0% 5% 10% 20% l, mm ),, % 0% 5% 10% 20%. 2. : ), ), ) 49

51 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ 50,, 5-7, 5,5 /, 20 / 30 /..,,,. 2-3, 00 03, -., - ( ), ( 300 ) ( 70 ) -., -., ( 2.), ( %). 15,5%, : 35 % 20-.,, -, -.., 20-, -., -,.,, ,..,..,... // , :, :,,,,, Keywords: river bed sediments, forms of pollution, river bed purification, utilization of silt sediments, influence on vegetation of silt sediments addition to soil, sludge utilization in greenery creation..,.,., 2/1 (495) , vkurochkina@fromru.com 05ｨｰｨ ｨｰｨｹ ｨｰｨ ｨｪｨ ｨ ｨｺ02ｨｨ06ｨｪｨｪ04ｨｬ ｨｰ06ｨｬ ｨｰｨｪｨｨｨｺ

52 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ DESIGN OF GLASSING FOR BUILDINGS TO MEET THE REQUIRES FOR RESISTANCE TO EXPLOSION AND EXPLOSION SAFETY..,..,..,..,..,.. A. Mishuev, V. Kazennov, N. Gromov, I. Lukyanov, D. Prozorovsky, E. Bazhina ,. The article deals with modern methods of glazing and its impact on resistance to explosion. A new technical solution for glassing of buildings to provide non-destructive load in case of accidental gas explosion is offered.,,. -, -. :,,, -,, -,, (),.., ( 25, 50% ). ():, ;,. 51

53 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ., -.,, -,.., (..2) ｭ12,, , 170 2, , :,, -, ; - ; - ; ( 1). 1 ｨC. 52

54 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ,,. -. -,., - ( 2). 2 ｨC : 1 ｨC. 2 ｨC,.,, ,..,., ｭ9 2 (1) (- 141, ｨC 10 ｭ12 ),,..,, 5., 3,, - 3 ｭ5. ( ) 53

55 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ. 4 ｭ5, -,.,. - 5 ｭ10 (500 ｭ1000 / 2 ), - 15 ｭ20, - -,, , 15 ｭ25 (1500 ｭ2500 / 2 ). -, -.,,,,. (),, (),.,,, -., -., -. -,, -. -, ( 0003 ), -,. - () (. 3). - (3), - (2) (1) (. - 4). (2),

56 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ -,, - (4), -., -. - (5) : -,, -, ( ), , -,, (). - -,. 1..., Mishuev A., Kazennov V. 00Method of protecting buildings from destruction by the explosion of gas-air mixture and a device for providing explosion safety of rooms03. A patent for the invention , 20 June 2007 :,,,, Keywords: explosion, resistance to explosion, glassing of building, destructive loads. 05ｨｰｨ ｨｰｨｹ ｨｰｨ ｨｪｨ ｨ ｨｺ02ｨｨ06ｨｪｨｪ04ｨｬ ｨｰ06ｨｬ ｨｰｨｪｨｨｨｺ

57 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ..,..,.., , -. This article includes the principles of modeling the short circuit processes and description of experiments that have been done.,, -,. 2006, -, , , 16, 221., ,. -, -,, -,,.. -,,,,. - (),,, 56

58 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ. -, -,,. -,,. -, 1/3 [1]., -.,, - [2]. -.., ,,. : - ; ;, ; I = 236, - 00SERGI03.[3]., ｨC 30. 4,.. 7,5 /., [4] q 1 q 2, R 1 R 2, - R1 R 2. 3 q 3 1 q2 00SERGI03. 1 (0,001 3 ), -, R 0 = 0,062. : 3 R R = 0,151.,

59 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ - W = U * ( 1) / = 121,5 /. : T = R / W = 1. : V = V 0 = 14,5. : = (V ｨC V 0 )/T = 13,5 /,, 1.. 1, -.,, ,

60 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ ( 5.)., ( 3), -,.,, , ,35 = 1,5., -, , , R. Farinati, F. Chapin ｰPressure Relief Valve efficiency compared to the SERGI Transformer Protector ｱ, SERGI, referenced esssppf01a, dated 14/02/ :,,,,,, 05ｨｰｨ ｨｰｨｹ ｨｰｨ ｨｪｨ ｨ ｨｺ02ｨｨ06ｨｪｨｪ04ｨｬ ｨｰ06ｨｬ ｨｰｨｪｨｨｨｺ

61 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ (, ). BOUNDARY LAYER AND CORE FLOW CHARAKTERISTICS... Y.V. Bryanskaya,. -. In these article velocity distribution in tubes, channels and boundary layers is investigated. The parameters of logarithmic profile for wake region of flow and maximum turbulent skin friction position are determined.,, -.: u* u ln y C (1), -, -, [5, 6] (1)., (1), l p, 15% r 0, h,. - - l p ( ) -.,, l p., [1]. [2], (). -. -,.,, 60

62 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ [4],,, -. -,,., (. 1).. 1 r 0, 2 y du du u * 0 1 B T r (2) 0 dy dy B, T ｨC ()., ｨC, , (2) -. du - dy (1). T - T 2 y u* u 1 1 * B (3) r y (3), - y M 2 y M u *0r0 1 (4) r0 B - 61

63 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ 1 2lg Re 0,8, (5) : 0,575 ln y M 0,87 (6) r0 (6),. 2, -, - =0,030,05, - y M =(0,10,15)r 0, y [5, 6] 0, 15. r 0. 2., -.,, Tmax - y=y M., -.. u*0r0 B, T =0,4., <0,02-62

64 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ y 95 ｨC 99% 0, 05. r y 4 ｨC 5% 0,250,30. r 0, -,, - l p. r - 0 B ｨC, - - l p (. 3). r - 0 B ｨC. ; 2 ｨC, -,. T,, -. l p y r M,. 2, 0 r B 0,. T 63

65 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ [2] [1],, -, : umax u 1 r0 ln, u* 2 y (7) =2,44. 1 : umax u r0 r0 2,44 0,44ln 2,88ln u y y (8) *, - 1 2, 88, 1, [3] : umax u y y 2,44 ln 2,5 h, (9) u* y h [3], - -. u=u max y= 1 3, umax u 3,83ln 8,8lg (10) u* y y (8) (10), ,33., -, [1] -. 64

66 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ : ,.. -..:, ,....:, 7, ,..: -, :, Coles D.J. Fluid Mech., 1, 191, Millican C.B. Proc. 5-th Intern. Congr. Appl. Mech., Cambridge, mass., p.386, :,, -. : turbulent flow, velocity distribution, maximum turbulent skin friction. 05ｨｰｨ ｨｰｨｹ ｨｰｨ ｨｪｨ ｨ ｨｺ02ｨｨ06ｨｪｨｪ04ｨｬ ｨｰ06ｨｬ ｨｰｨｪｨｨｨｺ

67 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ The profile of azimuthal velocity in a circulation-longitudinal flow in a pipe for a continuous or local swirlers is considered. The profile description obtained from the exact solution of the Couette flow Navier-Stokes equation for uniform motion. - -, -,,. (. 1).. 1. : ｨC, ｨC, ｨC, ｨC, ｨC ｨC, r z ( t 0 ) - ( z u z v z 0 ) ( 0 ), 2 2 u p ( ) ( ) 2 2 r r r r rr r 2 ( ru ) u u u ( ), 2 2 (1) rr r rr r 2 v p v v ( ) ( ) 2 r z r rr ( r ) 0, (2) r r 66

68 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ, u v ｨC, -, ｨC, ｨC, ｨC -. (2) 0. - (1) - 2 u p ( ) r r 2 u u u r rr r 2 v v p ( ) ( ) 2 r rr z ( ru ) [ ] 0, r rr C 2 u C1r. (3) r (3)., - - ( C 1 r ) ( C 2 r ). (3), u u 1 u 2, (4) u 1 ｨC () - - u1 C1r, (5) u 2 ｨC () C 2 u 2. (6) r u1 u 2 u1 k1u u 2 k 2u, (7) k1 k 2 ( k 1 0, k 2 0 ), k 1 k 2 1, (8) u1 k 1, (9) u 2 k (4). k 1 k 2, 67

69 13ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ, ｨC. (5)-(7) u C 1 k1 r C 2 k 2ur., - ｨC R R 2 R [ ], - C 2 R r C C1R R u ( k1 k 2 ), R R r R r R u C. 2 k1 k 2 ( r R ),,, r R u u. (8), R C u, R r R u u R. 2 k1 k 2 ( r R ) (10), (10) u u m r r, (10) m r -, : u r 0 2 r 1 k2 k 0, R 2 2 u r 0,, -, r r m 0 u u, m k1 rm. (11) k2 R (11) (8), 2 2 rm R k1 k (12) R rm R r m (10), 2 2 r ( R rm ) u u R. 2 2 (13) R ( r r ) (13). u m m 2 r rm 2 2 R rm u R. (14) 2 Rr m 68

70 13 ｧ ｧｦｧｳｧｴｧｯｧｪｧｬ (13), 2rm r u u m. 2 2 (15) rm r -,. 2, - (13) (15) : ｨC Vatistas G.H., Lin S., Kwok C.K. [1], ｨC..,..,.. [2],,. -,, ( z u z v z 0 ) -, -. (. 3), - - Osami Kitoh [3] ( ) 69