woorimtech

SMS °³¿ä

SMS ÁÖ¿ä ±â´É

SMS Application

SMS ÁÖ¿ä ±â´É ¹× Ư¡


 

±×·¡ÇÈ »ç¿ëÀÚ ÀÎÅÍÆäÀ̽º

°¡½ÃÈ­(Visualization)

SMS ¸ðµâ

¸ðµ¨ ¿£Áø

 

»ç¿ëÀÚ ÀÎÅÍÆäÀ̽º

MS WindowsÀÇ Ç¥ÁØ ±â´ÉÀÇ SMS ±×·¡ÇÈ ÅøÀº ¸ðµ¨ »ý¼º ¹× °á°ú º¸±â°¡ ¸Å¿ì ½±°í Á÷°üÀûÀÔ´Ï´Ù. ¸ðµç ¸ðµ¨¸µ ÆÄ¶ó¹ÌÅ͵éÀ» ÀÎÅÍ·¢Æ¼ºêÇÑ ±×·¡ÇȰú Æí¸®ÇÑ ´ëÈ­ »óÀÚ¸¦ ÅëÇØ ÀÔ·ÂÇÒ ¼ö ÀÖ½À´Ï´Ù. ÀÓÀÇÀÇ ¸ð¾çÀ»  °®´Â ¹æ´ëÇϰí, º¹ÀâÇÑ ¸Þ½Ã(mesh: ¼öõ°³ÀÇ ¿ä¼Ò) ±¸¼º¿¡ ÀûÇÕÇϵµ·Ï ¸¸µé¾îÁ³½À´Ï´Ù. ´Ü¼øÇÑ ¿µ¿ª¿¡ ´ëÇÑ À¯ÇÑ ¿ä¼Ò ¸Þ½Ã¸¦ ¸î ºÐ¾È¿¡ ¸¸µé ¼ö ÀÖ½À´Ï´Ù. º¸´Ù º¹ÀâÇÑ ¿µ¿ªÀÇ ¸Þ½Ã¸¦ ¼öµ¿À¸·Î ¸¸µé·Á¸é Åë»ó ÇÏ·ç ¶Ç´Â ¸î ÁÖ°¡ °É¸± ¼ö ÀÖÁö¸¸, SMS¸¦ ÀÌ¿ëÇÏ¸é ¸î ½Ã°£³»¿¡ ¸¸µé ¼ö ÀÖ½À´Ï´Ù. ¸Þ½Ã¸¦ ±¸¼ºÇÒ ¶§ ¸Þ½Ã »ý¼º ¿¡·¯°¡ Á¾Á¾ ¹ß»ýÇÒ ¼ö ÀÖÀ¸¸ç, ¼ö ºÐ³»¿¡ ±³Á¤ÇÒ ¼ö ÀÖ½À´Ï´Ù. ±âÁ¸ ¼öÄ¡ Ç¥°í ¸ðÇü(DEM)À» °¡Á®¿Ã ¼ö ÀÖ°í ¸ðµ¨¿¡ ´ëÇÑ Ç¥°í »ý¼ºÀ» À§ÇÑ ¹è°æ µ¥ÀÌÅÍ·Î »ç¿ëÇÒ ¼ö ÀÖ½À´Ï´Ù.


±×·¡ÇÈ ¹× °¡½ÃÈ­

SMS´Â ¸ðµ¨ »ý¼º ¹× °á°ú °¡½ÃÈ­¸¦ À§ÇÑ °­·ÂÇÑ ±×·¡ÇÈ µµ±¸ÀÔ´Ï´Ù. ÂüÁ¶¿Í ¼Ò½º µ¥ÀÌÅÍ¿¡ ´ëÇØ ¼öÄ¡ Áöµµ¿Í Ç¥°í ¸ðÇüÀ» ÀÌ¿ëÇÏ¿© ¸ðµ¨À» »ý¼ºÇÕ´Ï´Ù. ¸ðµ¨ »ý¼º °úÁ¤ µ¿¾È, ¸ðµ¨À» ±×·¡ÇÈÀ¸·Î Ç¥ÃâÇÔÀ¸·Î½á ¿©·¯ºÐÀÇ ÀÛ¾÷À» ºü¸£°Ô °ËÅäÇϰí Ç¥ÇöÇÒ ¼ö ÀÖ½À´Ï´Ù. ¸ðµ¨¿¡ ´ëÇÑ µî°í¼± ¹× ½¦À̵ùÀ» °¡¹ÌÇÑ ¿Ïº®ÇÑ 3D ºä(View)¸¦ ±¸ÇöÇÏ¿© ºÐ¼®¿¡ ´ëÇÑ µµ¸ÞÀÎ(Domain)°ú ÆÄ¶ó¹ÌÅ͵éÀ» º¸´Ù ½±°Ô ÀÌÇØÇÒ ¼ö ÀÖ°Ô ÇØÁÝ´Ï´Ù.

SMS¿¡¼­ ¼öÇàµÈ ¾î´À ¸ðµ¨ÀÇ ºÐ¼® °á°ú¸¦ ´Ù¾çÇÑ ±×·¡ÇÁ(Vector plot, contour plot, Ä®¶ó-À½¿µÀÇ contour plot, time-history plot µî)¸¦ ÀÌ¿ëÇÏ¿© ±×·¡ÇÈÀûÀ¸·Î Ç¥ÃâÇÒ ¼ö ÀÖ½À´Ï´Ù. ¹° Ç¥¸é ³ôÀÌ, ¼Óµµ, ¹æ·ù(discharge), ¿À¿° ÁýÁß, ÇÏ»ó ¼¼±¼(Bed scour)°ú ÅðÀû¿¡ ´ëÇÑ µî°í¼± Ç÷԰ú Ä®¶ó-À½¿µÀÇ Contour PlotÀ» °è»êµÈ ¾î´À ½Ã°£-°£°Ý¿¡ ´ëÇØ¼­µç ½±°Ô »ý¼ºÇÒ ¼ö ÀÖ½À´Ï´Ù. ¹° Ç¥¸é ³ôÀÌ, ¼Óµµ, ¹æ·ù, ¿À¿° ÁýÁß ¹× ÇÏ»ó º¯µ¿(bed elevation)¿¡¼­ÀÇ º¯µ¿À» ¼³¸íÇϱâ À§ÇØ ¾î´À À§Ä¡¿¡¼­µç Time-history PlotÀ» ¿ä±¸ÇÒ ¼ö ÀÖ½À´Ï´Ù. SMS´Â µ¥ÀÌÅÍ ™V °è»ê±â(Data set calculator)¸¦ Á¦°øÇϴµ¥, ¼ö¹® ¿î¿µ¿¡ µû¸¥ º¯È­¿¡ ±âÀÎµÈ ¹° Ç¥¸é ³ôÀÌ¿Í È帧 ¼Óµµ¿¡ À־ÀÇ Â÷À̸¦ µð½ºÇ÷¹ÀÌ ÇÏ´Â °Í°ú °°Àº ºÐ¼® ¸ðµ¨µéÀ» ºñ±³ÇÒ ¼ö ÀÖ½À´Ï´Ù.

ÀÔÀÚ ÃßÀû, º¤ÅÍ ¶Ç´Â contour ¾Ö´Ï¸ÞÀ̼ÇÀ» ÀÌ¿ëÇÏ¿© ¾ÈÁ¤ »óÅÂ(steady-state)¿Í transient solutions ¸ðµÎ ¾Ö´Ï¸ÞÀ̼ÇÀ¸·Î º¼ ¼ö ÀÖ½À´Ï´Ù. ¾ÈÁ¤ »óÅÂ(steady-state) ¼Ö·ç¼ÇÀÇ °æ¿ì, ÀÔÀÚ ÃßÀû ¾Ö´Ï¸ÞÀ̼ÇÀº ¸Þ½Ã¿¡¼­ inherent flow ÆÐÅÏÀ» ÀÚ¼¼È÷ º¼ ¼ö ÀÖ°Ô ÇØÁÝ´Ï´Ù. transient solutionsÀÇ °æ¿ì, º¤ÅÍ¿Í µî°í¼±(contour) ¾Ö´Ï¸ÞÀ̼ÇÀº ¹° Ç¥¸é ³ôÀÌ, ¼Óµµ, ¹æ·ù(discharge), ¿À¿° ÁýÁß ¹× ÇÏ»ó ³ôÀ̰¡ ½Ã°£¿¡ µû¶ó ¾î¶»°Ô º¯ÇÏ´ÂÁö °üÂû ÇÒ ¼ö ÀÖ°Ô ÇØÁÝ´Ï´Ù.(¾Æ·¡ÂÊ ¾Ö´Ï¸ÞÀÌ¼Ç ÂüÁ¶)

Flow Trace Animation

   Transient Model Animation

 


SMS ¸ðµ¨

¼öÄ¡ ¸ðµ¨µéÀº SMS·ÎºÎÅÍ ºÐ¸®µÈ ÇÁ·Î±×·¥À¸·Î ¸ðµ¨¿¡ ´ëÇØ ºÐ¼®À» ½ÇÇàÇÒ ¶§ »ç¿ëµË´Ï´Ù. SMS¿¡ ¸ðµ¨µéÀ» ³»ÀåÇÒ ¼ö ÀÖ°í, ±×·± ´ÙÀ½ ¼öÄ¡ ¸ðµ¨ ÇÁ·Î±×·¥À» ÅëÇØ ½ÇÇàÇÕ´Ï´Ù. SMS´Â ºÐ¼® °á°ú¸¦ Àаí Ç¥ÃâÇÒ ¼ö ÀÖ½À´Ï´Ù. SMS´Â ¶ÇÇÑ, ¸ðµ¨ ½ÇÇàÀ» À§ÇØ "model wraper"¸¦ »ç¿ëÇÒ ¼ö ÀÖ´Â ¿É¼ÇÀÌ ÀÖ°í, ¸ðµ¨À» ½Ã¹Ä·¹ÀÌ¼Ç ÇÏ´Â µ¿¾È °á°ú¸¦ ½Ç½Ã°£À¸·Î µð½ºÇ÷¹ÀÌ ÇÒ ¼ö ÀÖ½À´Ï´Ù.

´ÙÀ½ ¼öÄ¡ ¸ðµ¨µéÀº SMS¿¡¼­ ÇöÀç Áö¿øµÇ´Â °ÍµéÀÔ´Ï´Ù. °¢ ¸ðµ¨µéÀº SMS ¼³Ä¡ ÆÄÀÏ¿¡ Æ÷ÇÔ(¸ðµ¨ ½ÇÇà ÆÄÀϵé°ú ¹®¼­)µÇ¾î ÀÖ°í SMS ¼ÒÇÁÆ®¿þ¾î¿Í ¿Ïº®ÇÏ°Ô ¸µÅ©µË´Ï´Ù.

 

ADCIRC

A 2D, depth-integrated, barotropic time-dependent long wave, hydrodynamic circulation model. ADCIRC can be applied to deep ocean, continental shelves, coastal seas, and small-scale estuarine systems.

BOUSS-2D

A comprehensive numerical model for simulating the propagation and transformation of waves in coastal regions and harbors based on a time-domain solution of Boussinesq-type equations.

CMS-Wave

The CMS-Wave model is a nearshore wave transformation model capable of representing wave diffraction and reflection.

CGWAVE

A wave model that can simultaneously simulate the effects of refraction, diffraction, reflections by bathymetry and structures, dissipation due to friction and breaking, and nonlinear amplitude dispersion.

FESWMS

A hydrodynamic modeling code from the FHWA that supports both super and subcritical flow analyses, including area wetting and drying.

GENESIS

A shoreline response numerical modeling system. The model is adopted as the official shoreline change model of US Army Corps of Engineers. Accounts for shoreline change by longshore sediment transport gradients.

TUFLOW

TUFLOW is a computational engine that provides two-dimensional (2D) and one-dimensional (1D) solutions of the free-surface flow equations to simulate flood and tidal wave propagation.

CMS-Flow

A 2D, finite-difference hydrodynamic circulation model intended for analysis of coastal areas.

RMA2

A hydrodynamic modeling code from the USACE that supports 2D subcritical flow analysis, including wetting and drying and marsh porosity.

RMA4

RMA4 can be applied to represent the transport of a contaminant, salinity intrusion, or tracking DO and BOD in a 2D system.

STWAVE

A wave model simulates wave refraction and shoaling, wave breaking, diffraction, wave growth because of wind input, wave-wave interaction and white capping.

HYDRO AS-2D

HYDRO AS-2D performs 2D modeling of bodies of water. The procedure integrated in HYDRO AS-2D is based on the numerial solution of the 2D current equations with Finite-volume-Discretization.

 

 


SMS ¸ðµâ

SMS´Â ¿©·¯°³ÀÇ ¸ðµâ·Î ³ª´µ¾îÁ® ÀÖ½À´Ï´Ù; ÀÌµé ¸ðµâµéÀº ´Ù¸¥ µ¥ÀÌÅÍ À¯ÇüÀ¸·ÎºÎÅÍ ¸ðµ¨À» »ý¼ºÇÏ°í ´Ù·ê ¼ö ÀÖ´Â µµ±¸µéÀ» Á¦°øÇÕ´Ï´Ù. SMSÀÇ ¸ðµâÀº ´ÙÀ½°ú °°½À´Ï´Ù:

¡Ü Map Module

¡Ü Mesh Module

¡Ü Cartesian Grid Module

¡Ü Scatter Point Module

¡Ü Boundary Fitted Grid Module

¡Ü 3D Hydraulics Module

 

Map Module

Áöµµ ¸ðµâÀº GIS ¶Ç´Â CAD µ¥ÀÌÅÍ »Ó¸¸ ¾Æ´Ï¶ó TIFF, JPEG¿Í °°Àº À̹ÌÁö µ¥ÀÌÅ͸¦ ÀÌ¿ëÇÏ¿© ¿©·¯ºÐÀÇ Ç¥¸é¼ö (Surface water) ¸ðµ¨À» ¸¸µé°í °¡½ÃÈ­¸¦ °­È­ÇÒ ¼ö ÀÖ°Ô ÇØÁÝ´Ï´Ù.

À̹ÌÁö(USGS quad Áöµµ ¶Ç´Â Ç×°ø »çÁø)¸¦ ¿©·¯ºÐÀÇ ¸ðµ¨¿¡¼­ ¼öÄ¡ ÁöÇü¿¡ ´ëÇÑ ÂüÁ¶³ª ¸ðµ¨ Ç¥ÇöÀ» °­Á¶Çϱâ À§ÇØ ¹è°æÀ¸·Î »ç¿ëÇÒ ¼ö ÀÖ½À´Ï´Ù. GIS ¶Ç´Â ijµå µ¥ÀÌÅÍ ¶Ç´Â ¿©·¯ºÐÀÌ Á÷Á¢ SMS¿¡¼­ µðÁöŸÀÌÁîÇÑ µ¥ÀÌÅ͸¦ °¡Áö°í, ÆÄ¶ó¹ÌÅ͵é°ú °æ°è Á¶°ÇµéÀ» ¿©·¯ºÐÀÇ ¸ðµ¨¿¡ ºü¸£°í Á÷°üÀûÀÎ ¹æ½ÄÀ¸·Î ÇÒ´çÇÒ ¼ö ÀÖ½À´Ï´Ù. ÀÌ·¯ÇÑ ±â´ÉÀº ¸ðµ¨ »ý¼º¿¡ ¿ä±¸µÇ´Â ½Ã°£°ú ³ë·ÂÀ» Å©°Ô ÁÙ¿©ÁÖ¾î, ¸ðµ¨À» º¸Á¤ÇÏ°í ºÐ¼®Çϴµ¥ º¸´Ù ÁýÁßÇÒ ¼ö ÀÖ°Ô ÇØÁÝ´Ï´Ù.

Áöµµ ¸ðµâÀº ¼öÄ¡ ¸ðµ¨ÀÇ °á°ú°¡ ½ÇÁ¦ ¼öÁýÇÑ µ¥ÀÌÅÍ¿Í ºñ±³ µÉ À§Ä¡ÀÎ °üÃøÁ¡µé°ú Ⱦ´Ü¸é ¼³Á¤À» ÇÒ ¼ö ÀÖ½À´Ï´Ù. °Ô´Ù°¡, º¸°í¼­µé ¹× Åë°èÀû ºÐ¼®À» ÀÌ·¯ÇÑ °üÃø/º¸Á¤ µµ±¸µé·ÎºÎÅÍ »ý¼ºÇÒ ¼ö ÀÖ½À´Ï´Ù.

 

Mesh Module

¸Þ½Ã(mesh) ¸ðµâÀº °­, Çϱ¸(estuary), ¸¸(Bay), ½ÀÁö´ë(wetland), ¶Ç´Â ¿¬¾È ¿µ¿ª¿¡ ´ëÇÏ 2Â÷¿ø À¯ÇÑ ¿ä¼Ò ¸Þ½ÃµéÀ» ±¸ÇöÇÒ ¼ö ÀÖ½À´Ï´Ù. SMS´Â º¹ÀâÇÑ ¸ðµ¨¸µ »óȲÀ» ´Ù·ç±â À§ÇÑ Á¤±³ÇÑ ¸Þ½Ã »ý¼º ¹× ÆíÁý µµ±¸µéÀ» Á¦°øÇÕ´Ï´Ù. SMS¿¡¼­ 2D ¸Þ½ÃµéÀº ´ÙÀ½°ú °°Àº ºÐ¼®À» À§ÇÑ ±â¹ÝÀ¸·Î »ç¿ëµË´Ï´Ù:

The Mesh Module is used to construct 2D finite element meshes of rivers, estuaries, bays, wetland areas, or coastal regions. SMS includes a sophisticated set of mesh generation and editing tools to handle complex modeling situations. In SMS, 2D meshes are used as the basis for analysis for:

¡Ü TABS (RMA2, RMA4 )

¡Ü FESWMS - FHWA commissioned hydrodynamic model

¡Ü ADCIRC - coastal circulation model

¡Ü CGWAVE - wave energy model

¡Ü HYDRO-AS 2D - river hydrodynamic model

ºÐ¼®ÇÑ ÈÄ¿¡, ¸Þ½ÃÀÇ °¢ ³ëµå¿¡¼­ÀÇ °á°ú µ¥ÀÌÅÍ´Â ¼Ö·ç¼ÇÀ» Ç¥ÇöÇϱâ À§ÇÑ µî°í¼±, Å׵θ® ¹× º¤ÅÍ ÇÃ·Ô µîÀ» ¸¸µé±â À§ÇØ »ç¿ëµÇ±âµµ ÇÕ´Ï´Ù. ½Ã°£ °¡º¯Àû ¼Ö·ç¼ÇÀ¸·ÎºÎÅÍ ¿©·¯ ½Ã°£ °£°ÝµéÀ» ¹­¾î µ¿ÀûÀÎ ¼Ö·ç¼Ç ¾Ö´Ï¸ÞÀ̼ÇÀ» ¸¸µé ¼öµµ ÀÖ°í, È帧 ¼Óµµ¿Í °°ÀÌ ¾ÈÁ¤ »óÅÂÀÇ º¤ÅÍ ÇÔ¼ö¸¦ ¾Ö´Ï¸ÞÀ̼ÇÇÒ ¼ö ÀÖ½À´Ï´Ù.

 

Cartesian Grid Module

2D Cartesian °ÝÀÚ ¸ðµâÀº 2D Cartesian À¯ÇÑ Â÷ºÐ °ÝÀÚ¸¦ ¸¸µå´Âµ¥ »ç¿ëÇÕ´Ï´Ù. ÀÌµé °ÝÀÚµéÀº ¼±Çü ÁÂÇ¥ ü°è·Î Á¤·ÉµÈ ¼¿µé·Î ±¸¼ºµË´Ï´Ù. ÀÌ µµ±¸µéÀº ÀÌ·¯ÇÑ °ÝÀÚµéÀ» »ý¼ºÇϱâ À§ÇÑ ºü¸£°í, È¿°úÀ²ÀûÀÎ ¹æ¹ýÀ» Á¦°øÇϸç, ¿©±â¿¡ µ¥ÀÌÅ͸¦ ä¿ö ¼öÄ¡ ¸ðµ¨À» ½ÇÇàÇÕ´Ï´Ù. Cartesian °ÝÀÚ ¸ðµâ¿¡¼­ ´ÙÀ½°ú °°Àº ¸ðµâµéÀ» Áö¿øÇÕ´Ï´Ù:

¡Ü STWAVE - wave energy model

¡Ü WABED - wave energy balance model

¡Ü M2D - hydrodynamic circulation specifically adapted for coastal zones

¡Ü TUFLOW - 1D and 2D hydrodynamic model

¡Ü BOUSS-2D - wave transformation in harbors and coastal areas

ÀÌµé ¸ðµ¨ÀÇ ºÐ¼® °á°ú´Â Cartesian °ÝÀÚ ¸ðµâ¿¡ ÀÖ´Â µµ±¸µéÀ» ÀÌ¿ëÇÏ¿© µî°í¼±, Å׵θ®(fringe) ±×¸®°í º¤ÅÍ Ç÷ÔÀ» »ý¼ºÇÏ¿© ¼Ö·ç¼ÇÀ» ¹¦»çÇϱâ À§ÇØ »ç¿ëµË´Ï´Ù. ½Ã°£ °¡º¯Àû ¼Ö·ç¼ÇÀ¸·ÎºÎÅÍ ¿©·¯ ½Ã°£ °£°ÝµéÀ» ¹­¾î µ¿ÀûÀÎ ¼Ö·ç¼Ç ¾Ö´Ï¸ÞÀ̼ÇÀ» ¸¸µé ¼öµµ ÀÖ°í, È帧 ¼Óµµ¿Í °°ÀÌ ¾ÈÁ¤ »óÅÂÀÇ º¤ÅÍ ÇÔ¼ö¸¦ ¾Ö´Ï¸ÞÀ̼ÇÇÒ ¼ö ÀÖ½À´Ï´Ù.

 

Scatter Point Module

Scatter Point ¸ðµâÀº ´Ù¸¥ µ¥ÀÌÅÍ À¯Çü(¿¹: ¸Þ½Ã ¹× °ÝÀÚ)¿¡ ´ëÇØ ºÐ»êµÇ µ¥ÀÌÅÍ Æ÷ÀÎÆ®µéÀÇ ±×·ìÀ¸·ÎºÎÅÍ ³»»ðÇÒ ¶§ »ç¿ëÇÕ´Ï´Ù. SMS´Â ¼±Çü, natural neighbor, inverse distance weighted 3 Á¾ÀÇ ³»»ð ¹æ¹ýÀ» Á¦°øÇÕ´Ï´Ù. ÀÌ ¸ðµâÀº ¶ÇÇÑ Ãø·® µ¥ÀÌÅÍ(¿¹: SHOALS µ¥ÀÌÅÍ)¸¦ º¸°í ÆíÁýÇÒ ¶§µµ »ç¿ëÇÕ´Ï´Ù.

 ³»»ðÀº Ãʱâ Á¶°ÇÀ» Á¦°øÇϰųª, ÁßøÇÑ ¸Þ½ÃÀÇ °á°ú¸¦ ºñ±³Çϰųª ¼Ö·ç¼ÇÀ» °ËÁõÇÒ ¶§ »ç¿ëÇϱ⵵ ÇÕ´Ï´Ù. ºÐ»êµÈ µ¥ÀÌÅ͸¦ SMS¿¡¼­ ¸ðµ¨¸µÇϱâ À§ÇØ ¸¸µç ¾î´À ¸Þ½Ã ¶Ç´Â °ÝÀÚ¿¡µç Àû¿ëÇÒ ¼ö ÀÖ½À´Ï´Ù.

 

Boundary-Fitted Grid Module

Boundary Fitted °ÝÀÚ ¸ðµâÀº ÃßÃâµÈ °æ°è ÀûÇÕ °ÝÀÚµé(2D ¹× 3D)ÀÇ Àüó¸® ¹× ÈÄ󸮸¦ À§ÇØ »ç¿ëÇÕ´Ï´Ù. ÀÌµé °ÝÀÚµéÀº ¼¿ÀÇ Çà/·Ä·Î ±¸¼ºµË´Ï´Ù.

Cartesian °ÝÀÚµé°ú´Â ´Þ¸®, °æ°è ÀûÇÕ °ÝÀÚµéÀÇ ¼¿µéÀº 4º¯Çü ¸ð¾çÀ» °®À» ¼ö ÀÖ°í µû¶ó¼­ X/Y Cartesian ¹æÇâÀ¸·Î Á¤·ÄµÉ Çʿ䰡 ¾ø½À´Ï´Ù. ÀÌ·¯ÇÑ ±î´ß¿¡, °ÝÀÚ°¡ ¸ðµ¨ µµ¸ÞÀÎÀÇ °æ°è¿¡ º¸´Ù ÀûÇÕÇÕ´Ï´Ù. SMS¿¡¼­ Boundary Fitted °ÝÀÚ ¸ðµâÀº CH3D¿Í ICMÀ» ÀÌ¿ëÇÑ ½Ã¹Ä·¹À̼ÇÀ» ¸¸µé ¶§ »ç¿ëÇÕ´Ï´Ù.

 

1D Hydraulics Module

The 1D Hydraulics Module of SMS includes a series of tools for the creation, editing, and application of cross sections for one-dimensional hydraulic analysis. Capabilities include:

Extraction of cross sections and attributes such as roughness and bank features from three dimensional topographic and bathymetric data.

Merging of low resolution cross sections with high resolution survey data.

Filtering cross section data for efficiency.

Formatting of cross section and hydraulic data for specific one-dimensional analysis engines including Bri-Stars and HEC-RAS.

 

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