| ²é¿´: 258 | »Ø¸´: 3 | |||
| µ±Ç°Ö÷ÌâÒѾ´æµµ¡£ | |||
| ¡¾ÐüÉͽð±Ò¡¿»Ø´ð±¾ÌûÎÊÌ⣬×÷Õßwillmyth½«ÔùËÍÄú 50 ¸ö½ð±Ò | |||
willmythÒø³æ (ÕýʽдÊÖ)
׼ľ³æ
|
[ÇóÖú]
ÔÙ°ï±ðÈËÇóÖúһƪ
|
||
|
ÒÒ´¼»ìºÏÆûÓÍ×÷ΪһÖÖÐÂÐÍÇå½àÄÜÔ´ÕýÔÚÐí¶à¹ú¼ÒÍÆ¹ãʹÓᣵ«µ±Æäй¶½øÈëµØÏÂË®Ìåºó£¬×÷ΪÌí¼Ó¼ÁµÄÒÒ´¼½«Ê¹È¼ÓÍÖÐÓж¾µÄBTEXÖͺ󽵽⣬Ôì³ÉȼÓÍÎÛȾµØÏÂË®·¶Î§µÄÀ©´ó£¬Ôö¼ÓÎÛȾ·çÏÕ¡£Òò´Ë£¬Ñо¿ÒÒ´¼ÔÚµØÏÂË®ÖеÄÇ¨ÒÆ¹éËÞ¶ÔÔ¤²âÒÒ´¼»ìºÏÆûÓÍÔÚµØÏÂË®ÖеÄÇ¨ÒÆÖÁ¹ØÖØÒª¡£ ×ÛºÏÑо¿ÏÖ×´£¬±¾ÎĽáºÏʵÑ麬ˮ²ãÎïÀíÄ£ÐͺÍÊýֵģÐÍ£¬·ÖÎöÑо¿ÁËÒÒ´¼ÔÚdz²ãµØÏÂË®ÖеÄÇ¨ÒÆ¹éËÞ¹ý³Ì£¬¹À²âÁËÒÒ´¼ÔÚÇ¨ÒÆ¹ý³ÌÖеÄ×èÖÍϵÊýºÍ×ۺϽµ½âËÙÂÊ¡£Ñо¿¶ÔÏÖ³¡Ìõ¼þϵÄÏà¹Øµ÷²é¾ßÓÐÒ»¶¨µÄÖ¸µ¼¼ÛÖµ£¬²¢Äܹ»ÎªÒÒ´¼»ìºÏÆûÓÍÎÛȾµØÏÂË®Ê±ÖÆ¶¨ÐÞ¸´·½°¸ÌṩÒÀ¾Ý¡£Ñо¿¾ßÌå½áÂÛÈçÏ£º ͨ¹ýÑ»·ÊµÑ飬¹À²âµÃ³öÉøÍ¸ÏµÊý±ä»¯·¶Î§ÖµÎª3.60~4.81 m/d£¬×ÛºÏÆ½¾ùֵΪ4.07 m/d£»¿ªÕ¹³éˮʵÑ飬²¢ÀûÓóéˮʵÑé¹Û²âÊý¾Ý½¨Á¢Visual MODFLOWÊýֵģÐÍ£¬Í¨¹ýÊýֵģÐÍ·´ÑÝÇó²Î£¬¹À²â³ö¶à¿×½éÖʵĸøË®¶ÈΪ0.14£»Í¨¹ýʾ×ÙʵÑ飬¹À²âµÃ³ö¶à¿×½éÖʵÄÓÐЧ¿×϶¶È·¶Î§Îª0.298~0.346£¬Æ½¾ùֵΪ0.321£»×ÝÏòÃÖɢϵÊýµÄ·¶Î§Îª1.94¡Á10-3¡«2.72¡Á10-3 m2/d£¬Æ½¾ùֵΪ2.45¡Á10-3 m2/d£»ºáÏòÃÖɢϵÊý·¶Î§Îª1.16¡Á10-4¡«9.71¡Á10-5 m2/d£¬Æ½¾ùֵΪ1.09¡Á10-4 m2/d£»Í¨¹ýÒÒ´¼Í¶×¢ÊµÑ飬¹À²âµÃ³öÒÒ´¼ÔÚµØÏÂË®Ç¨ÒÆµÄ¹ý³Ì×èÖÍϵÊýΪ1£¬×ۺϽµ½âËÙÂÊΪ0.11 d-1£»ÔÚÒÒ´¼µÄÇ¨ÒÆ¹ý³ÌÖУ¬Ë®¶¯Á¦ÃÖÉ¢ºÍÍÁÖøÎ¢ÉúÎï½µ½âÊÇÆä¹éËÞµÄÖ÷ÒªÒòËØ¡£ ÀûÓÃVisual MODFLOWºÍÒÒ´¼Í¶×¢ÊµÑé¹Û²âÊý¾Ý½¨Á¢ÁËÊýֵģÐÍ£¬Í¨¹ýÊýֵģÐͽ«ÒÒ´¼µÄÇ¨ÒÆ¹éËÞ¹ý³Ì¿ÉÊÓ»¯£¬²¢¶ÔÕâÒ»¹ý³Ì½øÐÐÁË·ÖÎöÆÀ¼Û¡£·ÖÎö½á¹ûÈÏΪ£ºÒÒ´¼Ö÷ÒªÒÔC×éÈ¡Ñù¹ÜΪÖÐÐÄÏßÑØË®Á÷·½ÏòÇ¨ÒÆ£»ºáÏòÃÖÉ¢¾àÀëÓÐÏÞ£¬Ö÷ҪΪB¡¢D×éÈ¡Ñù¹ÜÖ®¼ä£¨Ô¼0.7 m£©£¬¾àÀ뺬ˮ²ãµ×²¿0.15¡«0.60 m·¶Î§ÊÇÒÒ´¼Ö÷ÒªµÄ´¹ÏòÇ¨ÒÆ¿Õ¼ä£»ÔκËʼÖÕÔÚͶע¿×¸ß¶È´¦Ç¨ÒÆ£»ÆäÇ¨ÒÆËÙ¶ÈԼΪ0.16 m/d£»ÒÒ´¼ÔÎÌåËæÇ¨ÒÆÊ±¼äµÄÔö³¤¶ø¼õС£¬µ«ÆäÐÎ̬ʼÖճʶԳƵÄÍÖÔ²ÐΣ»ÉúÎï½µ½â¶ÔÒÒ´¼ÔÎÌåµÄ×÷ÓÃÖ÷Òª±íÏÖΪ£ºÔκËŨ¶ÈѸËÙ½µ½â£¬ÔÎÌåÌå»ý¿ìËÙ¼õС£»ÔÚ±¾ÊµÑ麬ˮ²ãÎïÀíÄ£ÐÍÖУ¬2LŨ¶ÈΪ2000mg/LµÄÒÒ´¼¿ÉÇ¨ÒÆÊ±¼äԼΪ28Ì죬¿ÉÇ¨ÒÆ¾àÀëԼΪ4.48 m¡£ÒÒ´¼Í¶×¢ÊµÑéÊýֵģÐͶÔÓÐЧ¿×϶¶È×îΪÃô¸Ð£¬Æä´ÎΪ½µ½âËÙÂÊ¡¢ÉøÍ¸ÏµÊý¡¢×ÝÏòÃÖɢϵÊý£¬¶Ô¸øË®¶È²»Ãô¸Ð¡£ |
» ²ÂÄãϲ»¶
»úе¹¤³Ì264ѧ˶Çóµ÷¼Á
ÒѾÓÐ3È˻ظ´
264Çóµ÷¼Á
ÒѾÓÐ9È˻ظ´
Çóµ÷¼Á
ÒѾÓÐ6È˻ظ´
22408 266Çóµ÷¼Á
ÒѾÓÐ7È˻ظ´
Çóµ÷¼Á
ÒѾÓÐ14È˻ظ´
273Çóµ÷¼Á
ÒѾÓÐ43È˻ظ´
307Çóµ÷¼Á
ÒѾÓÐ13È˻ظ´
327Çóµ÷¼Á
ÒѾÓÐ7È˻ظ´
338Çóµ÷¼Á
ÒѾÓÐ6È˻ظ´
326·Ö£¬Ò»Ö¾Ô¸»¦9£¬ÇóÉúÎïѧµ÷¼Á
ÒѾÓÐ3È˻ظ´

wl681b
Òø³æ (СÓÐÃûÆø)
- Ó¦Öú: 0 (Ó×¶ùÔ°)
- ½ð±Ò: 263.8
- ºì»¨: 1
- Ìû×Ó: 168
- ÔÚÏß: 16.6Сʱ
- ³æºÅ: 458927
- ×¢²á: 2007-11-13
- ÐÔ±ð: GG
- רҵ: ÉöË¥½ß
|
̫רҵÁË£¬ÇëÐ޸ĺóʹÓã¡£¡ Ethanol blended gasoline as a new clean energy in many countries to promote the use of. But its leak into the groundwater, as a fuel additive ethanol will lag in the degradation of toxic BTEX, causing fuel the expansion of the groundwater pollution, increased pollution risks. Therefore, the study of ethanol in groundwater migration end of the forecast ethanol blended gasoline in the groundwater migration is essential. Comprehensive Study on the status quo, the paper combining the experimental model of the aquifer physical and numerical model analysis of ethanol in the shallow groundwater migration destination in the process of estimating the ethanol in the block in the process of migration coefficient and integrated degradation rate. Research on the spot investigation under the guidance of a certain value, and ethanol blended gasoline can pollute underground water, provide the basis for developing rehabilitation programme. Research specific conclusions are as follows: Cycle through experiments, estimates that the scope of changes in permeability coefficient value of 3.60 to 4.81 m / d, integrated average of 4.07 m / d; in pumping experiments and experimental use of observation data to establish pumping Visual MODFLOW numerical model, the numerical model - Speech for the Senate and a porous medium estimation of the water supply for 0.14 through tracer experiment, porous media estimated that the effective porosity of the range of 0.298 to 0.346, with a mean of 0.321; vertical diffusion coefficient range of 1.94 ¡Á 10 -3 ~ 2.72 ¡Á 10-3 m2 / d, with a mean of 2.45 ¡Á 10-3 m2 / d; lateral diffusion coefficient of 1.16 ¡Á 9.71 ¡Á 10-4 to 10-5 m2 / d, with a mean of 1.09 ¡Á 10 -4 m2 / d; ethanol bets through experiments, estimates that ethanol in the process of groundwater migration block coefficient is a comprehensive degradation rate of 0.11 d-1 in the migration process of ethanol, and hydrodynamic dispersion Microbial degradation of indigenous its destination is a major factor. And ethanol use Visual MODFLOW betting experimental observation data to establish the numerical model, the numerical model will be the relocation destination ethanol process visualization, and analysis of this process of evaluation. Analysis of the results that: ethanol mainly in Group C for sampling of the direction of water flow along the centerline of migration; horizontal diffusion distance is limited, mainly in groups B and D sampling tubes (approximately 0.7 m) from the aquifer at the bottom of 0.15 ~ 0.60 m Ethanol is the main scope of vertical migration space; halo nuclear always betting hole in the high migration; migration rate of about 0.16 m / d; ethanol migration time with the halo of growth decreased, but its always a symmetrical shape oval; biodegradable ethanol halo on the role of the main performance: concentration rapid degradation of nuclear halo, halo-volume rapid decrease in the physical model of the aquifer, 2 L concentration was 2000 mg / L of ethanol can be relocated time is about 28 days, about 4.48 m distance migration. Ethanol betting experimental numerical model for the effective porosity of the most sensitive, followed by the degradation rate, permeability coefficient, vertical diffusion coefficient of water was not sensitive. |

2Â¥2008-04-13 18:33:09
jintanqinwei
ͳæ (³õÈëÎÄ̳)
- Ó¦Öú: 0 (Ó×¶ùÔ°)
- ½ð±Ò: 134.4
- Ìû×Ó: 42
- ÔÚÏß: 11.7Сʱ
- ³æºÅ: 538358
- ×¢²á: 2008-04-02
- ÐÔ±ð: GG
- רҵ: µç»¯Ñ§
3Â¥2008-04-13 21:43:56














»Ø¸´´ËÂ¥