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A Study on The Introduction of Truck only Lane on Expressway using VISSIM

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(1)

Received February 25 2013, Revised March 25 2013, Accepted April 18 2013

Copyright ⵑ 2013 by the Korean Society of Civil Engineers

 ǣŠ––’ǣȀȀ†šǤ†‘‹Ǥ‘”‰ȀͳͲǤͳʹ͸ͷʹȀ•…‡ǤʹͲͳ͵Ǥ͵͵ǤͶǤͳ͸Ͳ͵ ™™™Ǥ•…‡Œ‘—”ƒŽǤ‘”Ǥ”

ᾆⴲ㘪Ḛ#⢚Ⅺ᷆ⴲ✖ⴂ#ⴲⱧ㬚#ኞ❋ᦂḚ#㰒⃺㇦#ⷂⱧ㇦Ḛ#ᦂⵃ⮎#

ኾ㬚#⮮ጪ#

׌ࡣ৤

Kim, Myung-Soo*

A Study on The Introduction of Truck only Lane on Expressway using VISSIM

ABSTRACT

The high distribution costs causes the increasing of truck delivery time and cost, which results in reducing industrial competitiveness incre. Therefore, This study conducted research into the introduction of truck only lane for reducting distribution costs. The site of study is Keumho JCT ~ Namgumi IC of Kyeongbu Expressway which has much truck traffic because of industrial complex. Thus, this study deduced travel speed and density in each scenaria(base, bus only lane, truck only lane, two only lane). According to analysis result, if a truck only lane install, the average driving speed is 83.4km/h as a highest and density 22.47veh/km as lowest. it means that if the truck only lane is install, it will be positive influence on the expressway

Key words : Truck only way, Truck only lane, Expressway, VISSIM

Ⅹಾ

⪵ྜྷ₉ᬕᘂ᮹᜽eŝእᬊᯕ᷾a⦹ᩍྜྷඹእa᷾a⦹íࡹŁ׳ᮡྜྷඹእ۵đŝᱢᮝಽᔑᨦĞᰢಆ᮹ᱡ⦹ಽᯕᨕḡíࡹအಽᯕᩑǍᨱᕽ ۵ྜྷඹእᱩqᮥ᭥⧕Łᗮࠥಽᨱ⪵ྜྷ₉ᱥᬊ₉ಽ᯦ࠥᨱš⦽ᩑǍෝᝅ᜽⦹Łᯱ⦽݅. ᩑǍ᮹ݡᔢḡ۵⪵ྜྷ₉᮹☖⧪ᯕฯᮡĞᇡŁᗮࠥಽ ಽɩ⪙JCT~ԉǍၙIC ǍeᯕŁᯕǍeᨱʑᅙ₉ಽ, ქᜅᱥᬊ₉ಽᖅ⊹, ⪵ྜྷ₉ᱥᬊ₉ಽᖅ⊹, ࢱᱥᬊ₉ಽෝᖅ⊹᜽əᨱ঑ෙᬕ⧪ᗮࠥ, ၡࠥᨱݡ⧕ࠥ⇽⦹ᩡ݅. ᇥᕾđŝ⪵ྜྷ₉ᱥᬊ₉ಽᖅ⊹᜽⠪Ɂᬕ⧪ᗮࠥa83.4km/hಽaᰆ׳Łၡࠥ۵22.47km/ݡಽaᰆԏᮡäᮝಽ

ӹ┡ӹ⪵ྜྷ₉ᱥᬊ₉ಽ᯦ࠥ᜽ɮᱶᱢᯙᩢ⨆ᮥၙ⊽݅Ł⧁ᙹᯩ݅.

áᔪᨕ ⪵ྜྷ₉ᱥᬊࠥಽ, ⪵ྜྷ₉ᱥᬊ₉ಽ, Łᗮࠥಽ, VISSIM

1. ᕽು

1.1 ઴֜ଭࢼլࢫࡧୡ

ᔑᨦ⩢໦ᯕ⬥ɪĊ⦽Ğᱽᖒᰆᮡᯱ࠺₉᮹ɪᗮ⦽᷾aෝaᲙ᪵ᮝ໑۹ᨕӹ۵ᯱ࠺₉᮹ᙹ᫵ෝ∊᳒⦹ʑ᭥⦹ᩍࠥಽ⪶⡎, ᝁᖅ

॒Ŗɪ᭥ᵝ᮹ᱶ₦ᮥ⠝ⅅᮝӹ۹ᨕӹ۵ᯱ࠺₉᮹ᙹ᫵ෝqݚ⦹ʑ۵ᨕಅᬕ⩥ᝅᯕᩡ݅. ✚⯩⡎ၽᱢᮝಽ۹ᨕӹ۵᜚ᬊ₉᮹᷾aಽ

ᯙ⦹ᩍࠥಽ⪹Ğᮡɪᗮ⦹íᱡ⦹ࡹᨕ⪵ྜྷ₉᮹☖⧪ᗮࠥaqᗭ⧉ᮝಽ៉ྜྷඹ᮹ᯕ࠺᜽eᯕ۹ᨕӹྜྷඹእᬊᯕฯᯕॅíࡹᨩᮝ໑

ᯕ۵ Ğᱽ᮹ ᗱᝅಽ ᯕ൉ᨕᲭ݅. 

”ƒ•’‘”–ƒ–‹‘‰‹‡‡”‹‰

İࣀėॡ

(2)

׳ᮡྜྷඹእ᮹Ğᬑᨱ۵ᔑᨦĞᰢಆ᮹ᱡ⦹ಽᯕ൉ᨕḡíࡹᨩ Ł, əಽᯙ⦹ᩍྜྷඹእෝqᗭ᜽┅ʑ᭥⦹ᩍࠥಽ⪵ྜྷᬕᘂእෝ

ᵥᯝᙹᯩ۵ႊᦩᮥᩑǍ⦹íࡹᨩ݅. ྜྷඹᯕ࠺᮹ᵝƱ☖ᙹ݉ᯕ

⪵ྜྷ₉᮹ᯕ࠺᜽eᮥᵥᯕʑ᭥⦹ᩍฯᮡיಆᮥᝅ᜽⦹íࡹᨩ݅.

⪵ྜྷ₉᮹ ☖⧪ᗮࠥෝ ׳ᩍ ᬕ⧪᜽eᮥ ᵥᩍ ྜྷඹእᬊ᮹ ᱩqᮥ

ᮁࠥ⦹ŁŁᗮࠥಽᨱᕽ⪵ྜྷ₉ᱥᬊ₉ಽෝ☖⦹ᩍ⪵ྜྷ₉Ʊ☖పᮥ

঑ಽᇥญ⧉ᮝಽ៉┡₉ಽ᮹⏭ᱢ⦽ࠥಽ⪹ĞᮥᱽŖ⧁ᙹᯩ݅.

⦽⠙ǎԕᨱᕽ۵Łᗮࠥಽᨱქᜅᱥᬊ₉ಽෝᝅ᜽⦹ᩍქᜅ᮹

☖⧪ᗮࠥෝ׳ᩍქᜅᨱ⏭ᱢ⦽ࠥಽ⪹ĞᮥᱽŖ⧉ᮝಽ៉ݡᵲƱ

☖ ᯕᬊᮥ ᮁࠥ⦹Ł ᯩ݅. ᯕ۵ ݅ᯙ᜚ ᱥᬊ₉ಽ(HOT Lane : High occupancy Vehicle Lane) ᮹⦽ႊჶᮝಽݡᵲƱ☖ᮥᯕᬊ⦹

í⦹ᩍƱ☖ᙹ᫵ෝᨖᱽ᜽┅۵ᱶ₦ᵲ⦹ӹᯕ݅. ᯕ᪡zᮡႊჶᮝ ಽᙹ᫵ᨖᱽᱶ₦ᮡᦥܩḡอ⪵ྜྷ₉ᨱ݅ᯙ᜚₉ಽ᪡zᯕᱥᬊ₉ ಽෝᇡᩍ⧉ᮝಽ៉⪵ྜྷ₉᮹ ☖⧪ᗮࠥෝ᷾a᜽┅ʑ᭥⦽ᱶ₦

᜽⧪ᯕ ǎԕᨱᕽ ᩑǍ ᵲᨱ ᯩ݅.

঑௝ᕽᅙᩑǍᨱᕽ۵Łᗮࠥಽᨱ⪵ྜྷ₉ᱥᬊ₉ಽ᯦ࠥᨱš⦽

ᩑǍෝᝅ᜽⦹Łᯱ⦽݅. ʑ᳕᮹Łᗮࠥಽᨱ⪵ྜྷ₉ᱥᬊ₉ಽෝ

ᖅ⊹⦹ᩍ᜽ဍ౩ᯕᖹᮥǍ⩥⦹Ł☖⧪ᗮࠥ, ၡ॒ࠥ᮹እƱෝ☖⧕

⪵ྜྷ₉ ᱥᬊ₉ಽ ᖅ⊹ᨱ ݡ⦽ ⬉ŝෝ ࠥ⇽⧕ ԕŁᯱ ⦽݅.

1.2 ઴֜ଭ࣐଍ࢫࢺ࣑

ᅙᩑǍ۵ĞᇡŁᗮࠥಽɩ⪙JCTⴇԉǍၙIC ǍeᮥaḡŁ

ᩑǍෝḥ⧪⦹ᩡ݅. 8₉ᖁ᮹ࠥಽಽǍe᮹ʙᯕ۵ⅾ27.9kmಽ

ᵲeᨱԉǍၙIC, ᪽šIC, ⋁łྜྷඹIC᮹ḥ·⇽᯦ಽa᳕ᰍ⦹ᩡ݅.

ᯕḡᩎᮡᇡᔑŝᬙᔑᨱᕽ᪍௝᪅۵⪵ྜྷŝᯙɝ᮹ǍၙŖᨦ݉ḡ ᮹ᩢ⨆ᮝಽ⪵ྜྷ₉ప᮹☖⧪పᯕฯᮡŔᯕအಽᯕḡᩎᨱ⪵ྜྷ₉

ᱥᬊ₉ಽෝᖅ⊹⦹ᩍəᨱ঑ෙ}ᖁ⬉ŝෝࠥ⇽⧕ԕŁᯱ⦽݅.

2. šಉᯕುၰᖁ⧪ᩑǍá☁

2.1 ւߛଲߨ 2.1.1 ฃࢄఙୢ૳ఙߦ 2.1.1.1 ฃࢄୀܛఙଭԹڄ

⪵ྜྷᯱ࠺₉(㻨㥒㳏ㅓ㽌)۵᪅ಽḡ⪵ྜྷᮥᬕၹ⦹۵Ǎ᳑᮹ᯱ

࠺₉ෝั⦹໑, čᯙ₉పᨱ᮹⦝čᯙ₉ෝ čᯙ⦹۵ႊ᜾᮹ä, ߅⥥✙౎, ╒Ⓧಽญ॒ᯕ⧕ݚࡽ݅. ⪵ྜྷᯱ࠺₉᮹᳦ඹ۵⪵ྜྷ₉

ᬕᙹᔍᨦჶ, ࠥಽƱ☖ჶ, ₉ప॒ಾჩ⪙, Ǎ᳑ၰÕᖅƱ☖ᇡᨱᕽ

ᱶ⦹۵ Ǎᇥʑᵡᨱ ঑௝ 1~12᳦ᮝಽ ᇥඹ⧁ ᙹ ᯩ݅.

2.1.1.2 ฃࢄୀܛఙୢ૳ఙߦଭԹڄ

ᯝၹᱢᮝಽ ᱥᬊࠥಽ᪡ ᱥᬊ₉ಽ᮹ Ğᬑᨱ۵ እ᜘⦽ ᮹ၙಽ

ᔍᬊࢁᙹ۵ᯩḡอ, ə᮹ၙෝ״Łᔕ⠕ᅙ݅໕ᇥ໦⯩݅ෙ᮹ၙಽ

ᰍ⧕ᕾ ⧁ ᙹ ᯩ݅.

ᱥᬊࠥಽ᪡ ᱥᬊ₉ಽ᮹ }ֱᮥ ᔕ⠕ᅕ໕ ⪵ྜྷ₉ ᱥᬊࠥಽ۵

⪵ྜྷ₉᮹⠙ᯖᮥ᷾ḥ᜽⍽᜚ᬊ₉᮹ᯕᬊᮥᨖᱽ⦹Ł, ࠥಽ᮹⪵ྜྷ

ᙹᘂ܆ಆᮥ⨆ᔢ᜽┅Łᯱᯝၹ₉పŝᇥญ⦹ᩍ⪵ྜྷ₉อᯕᬊ⧁

ᙹᯩíȽᱶ⦽ࠥಽᯕŁ⪵ྜྷ₉ᱥᬊ₉ಽ۵ᱥᬊࠥಽ᪡ᖅ⊹༊ᱢ

ᮡ࠺ᯝ⦹ḡอ ⪵ྜྷ₉ෝ ᬑᖁᮝಽ⦹ᩍ ᯕᬊ⧁ ᙹᯩí Ƚᱶ⦽

₉ಽᯕ݅.

2.1.1.3 ฃࢄୀܛఙୢ૳ܑߦ૕ୢ૳ఙߦଭକ෴

⪵ྜྷ₉ ᱥᬊࠥಽ᮹ ᳦ඹಽ۵ ᬑᖁ ࠥಽ᮹ ࠥಽᬕᩢ⊂໕ᨱᕽ

⪵ྜྷ₉อᱥᬊᮝಽᔍᬊ⦹۵⪵ྜྷ₉ࠥಽ᪡✚ᱶ᜽e࠺ᦩࠥಽᱥ ℕෝ⪵ྜྷ₉อᱥᬊᮝಽᯕᬊ⦹Ñӹქᜅ᪡zᮡݡᵲƱ☖ŝ⪝ᬊ

⧕ᕽࠥಽෝᯕᬊ⦹۵⪵ྜྷ₉ᬑᖁࠥಽ, ⪵ྜྷ₉ෝᱽ᫙⦽┡₉పᮡ

ᮁಽಽ ᬕ⧪⦹۵ HOT (High Occupancy Toll)ࠥಽಽ Ǎᇥ⧁

ᙹᯩᮝ໑, ࠥಽǍ᳑ᱢᯙ⊂໕ᨱᕽ᮹ᇥඹಽ۵Ǎ᳑ྜྷᮥᖅ⊹⦹ᩍ

Łaࠥಽಽᖅ⊹ · ᬕᩢࡹ۵ŁaǍ᳑᪡ḡᔢᨱᕽᖅ⊹·ᬕᩢࡹ۵

⠪໕Ǎ᳑, ḡ⦹ಽ ᖅ⊹ · ᬕᩢࡹ۵ ḡ⦹Ǎ᳑ಽ Ǎᇥ⧁ ᙹ ᯩ݅.

ᯕ᪡ݍญ⪵ྜྷ₉ᱥᬊ₉ಽ۵ᱥᬊࠥಽ᪡ݍญʑ᳕ᨱᬕᩢ⦹Ł

ᯩ۵ࠥಽӹᝁᖅࡹ۵ࠥಽᨱ⦽₉ಽෝᇡᩍ⦹ᩍᬕ⧪⦹۵ႊ᜾ᯕ

݅. ქᜅᱥᬊ₉ಽ᪡zᯕ᜽eᱽಽᱽᨕ⦹ᩍᬕᩢ⦹Ñӹ┡ᯝၹ₉ పᨱݡ⧕ ⪵ྜྷ₉ ᱥᬊ₉ಽੱ⦽ ₉ಽ ᬕᩢᨱݡ⦽ Ğᱽᖒᮝಽ

ᯙ⧕ქᜅᱥᬊ₉ಽ᪡ᄲ⧪⦹ᩍᔍᬊ⦹ŁᯩÑӹᯝၹ₉పᨱݡ⧕

ᕽࠥ᫵ɩᮥḡᇩ⧁Ğᬑ᳑Õᇡಽ☖⧪ᮥ⨩ᬊ⦹Łᯩ݅. ੱ⦽

Ʊ☖᮹ᱶℕaᱶʑᱢᮝಽၽᔾ⦹۵ࠥಽǍeᯕӹᵝั, Ŗ⮕ᯝ

॒₉ప᮹☖⧪ᯕ᷾a⦹ᩍḡℕaၽᔾࡹ۵᜽eভᨱᱢᬊ⦹ᩍ

ᔍᬊ⧁ ᙹ ᯩ݅.

ə్ӹ⪵ྜྷ₉ᱥᬊ₉ಽ᮹Ğᬑᨱ۵₉ᖁ᮹ᱽ⦽ᮥၼíࡹ۵ߑ

ʑᅙᱢᮝಽ۵⠙ࠥ3₉ಽᯕᔢ᮹ࠥಽᨱᕽᔍᬊࢁᙹᯩ۵äᯕ

ᯝၹᱢᯕ݅. ࠥಽ᮹⦽₉ᖁᮥᱱᮁ⦹ᩍᔍᬊ⦹۵ᬕᩢႊ᜾ᮝಽ

ᯙ⦹ᩍ24᜽eᮥᔍᬊ⦹۵äᅕ݅۵ᯝᱶ᜽eᮥḡᱶ⦹ᩍᔍᬊ⦹

۵ äᯕ Ğᱽᖒ ໕ᯕӹ ⬉ᮉᖒ ໕ᨱᕽ ᬑᙹ⦹݅.

⪵ྜྷ₉ᱥᬊ₉ಽ᮹᳦ඹಽ۵ᬕᩢႊჶᨱ঑௝⪵ྜྷ₉อᱥᬊᮝ ಽᔍᬊ⦹۵⪵ྜྷ₉ಽ, ᯝᱶ᜽eݡᨱ⪵ྜྷ₉อᱥᬊᮝಽᯕᬊ⦹Ñ ӹݡᵲƱ☖ŝ⧉̹₉ಽෝᯕᬊ⦹۵⪵ྜྷ₉ᬑᖁ₉ಽ, ⪵ྜྷ₉ෝ

ᱽ᫙⦽ᯝၹ₉పᮡᮁಽಽᯕᬊ⧁ᙹᯩ۵HOT (High Occupancy Toll) ₉ಽಽ Ǎᇥ⧁ ᙹ ᯩ݅.

2.1.1.4 ฃࢄୀܛఙୢ૳ܑߦ·ఙߦܑ଺ตր

⪵ྜྷᯱ࠺₉ᱥᬊࠥಽ·₉ಽ᮹᯦ࠥ⬉ŝಽ۵Ⓧíᔍ⫭እᬊ᮹ᱩ q, Ʊ☖ᔍŁ᮹ qᗭ, ⪹Ğᱢ ⊂໕ ᖙaḡಽ Ǎᇥ⧁ ᙹ ᯩ݅.

ℌṙ, ᔍ⫭እᬊ᮹ ᱩqᮝಽ ⪵ྜྷ₉᮹ Ğᬑᨱ۵ ⦽ ḡᱱᨱᕽ

ၽᔾࡹ۵⪵ྜྷᮥ݅ෙḡᱱᮝಽ᪏ʑ۵äᮝಽ᜽eᨱݡ⦽ฯᮡ

(3)

ᱽ᧞ᮥ ၼí ࡽ݅. ࠥಽa ᱶℕࢉᨱ ঑௝ ⪵ྜྷ₉᮹ ᬕ⧪᜽eᯕ

ʙᨕḡ໕, ʙᨕḥ᜽eอⓝᩑഭ᮹ᔍᬊపᯕฯᦥḡíࡹ໑ᯱᩑᜅ

౞í ྜྷඹእᬊᯕ ᷾a⧁ ᙹၷᨱ ᨧ݅.

ᬑญӹ௝᮹ྜྷඹእᵲ56.79% ᯕᔢᮥᙹᘂእa₉ḡ⦹Łᯩ݅.

⪵ྜྷ₉ᱥᬊ₉ಽෝ᯦ࠥ⦹໕⪵ྜྷ₉۵Ʊ☖⪝ᰂᮥ⦝⧁ᙹᯩŁ

ᵝ⧪ᗮࠥa⨆ᔢࢉᮝಽᙹᘂእ᮹ᱩqᯕᩩᔢࡹ໑ᯕಽᯙ⦽ྜྷඹ እᱩqᯕၽᔾ⦹íࡹᨕᔢ⣩᮹Ğᰢಆᯕ⨆ᔢࡹ۵⬉ŝෝaᲙ

᪅í ࡽ݅.

ࢹṙ, Ʊ☖ᔍŁ᮹qᗭಽ۵⪵ྜྷ₉᮹Ğᬑᵝಽᵝeᅕ݅۵

᧝eᨱᬕ⧪⦹۵Ğᬑaฯʑভྙᨱᵝeᨱእ⧕᜽᧝, ❱݉܆ಆ

॒ᬕᱥᯱ᮹܆ಆᯕᱡ⦹ࡹʑভྙᨱฯᮡƱ☖ᔍŁaၽᔾ⦹Ł

ᯩ݅. ੱ⦽⪵ྜྷ₉᮹Ğᬑᨱ۵ᯝၹ₉పᨱእ⦹ᩍ₉ప᮹ᇡ⦝a

⍅ अ᮹ ᔢ⫊ᮥ ᱥ⩡ ᩩ⊂⧁ ᙹ ᨧᮭᮝಽ अᨱ ᪅۵ ₉పŝ᮹

ᔍŁࠥ ႑ᱽ⧁ ᙹ ᨧ݅.

ᯕ౑ᯙ᭥ᱢᯙᔢ⫊᫙ᨱࠥ٩·እ॒ᯱᩑᱢᯙ⩥ᔢᨱݡ⧕ᕽࠥ

ฯᮡ ᔍŁa ᬑಅࡽ݅. ঑௝ᕽ ⪵ྜྷ₉ ᱥᬊࠥಽ·₉ಽ᮹ ᯦ࠥᮡ

ᯕ్⦽Ʊ☖ᔍŁ᮹᭥⨹ᮝಽᇡ░᜚ᬊ₉ᬕᱥᯱෝᅕ⪙⧁ᙹᯩŁ, Ʊ☖ᔍŁ⊹ᔍᮉᯕ׳ᮡ⪵ྜྷ₉పŝᇥญࢉᮝಽ៉Ʊ☖ᔍŁᔍ฾

ᯱ ᙹࠥ ᵥᯝ ᙹ ᯩᮥ äᮝಽ ❱݉ࡽ݅.

ᖬṙ, ⪹Ğᱢ ⊂໕ᮝಽ۵ ݡʑ᪅ᩝ᮹ ᩩෝ ॅᨕ 5★ ⪵ྜྷ₉

⦽ ݡa ᜚ᬊ₉ᨱ እ⦹ᩍ ⪹Ğ᪅ᩝእᬊᯕ 22႑a չ۵ äᮝಽ

ᕽᬙ᜽ᱶ}ၽᩑǍᬱᩑǍđŝӹ᪉ၵᯩ݅. ᯕಽᯙ⦹ᩍ⪵ྜྷ₉᮹

ᬕ⧪᜽eᯕ ʙᨕḩĞᬑ ⪹Ğ᪅ᩝᯕ ᱱ₉ᝍ⧕ḥ ݅۵ äᮥ᦭

ᙹᯩᮝ໑Ʊ☖పᯕฯᮡࠥಽᨱᕽ⪵ྜྷ₉᮹ᬕ⧪᜽eᯕʙᨕḩᙹ

ಾ⪹Ğ᪅ᩝᨱݡ⦽ྙᱽ۵aᵲࢁäᯕ݅. ঑௝ᕽ⪵ྜྷ₉ᱥᬊࠥಽ

ၰᱥᬊ₉ಽෝᖅ⊹⦽݅໕ᱶℕ᜽ᨱࠥ⪵ྜྷ₉᮹ᬕ⧪ʑeᯕṈᦥ Კᕽ ݡʑ᪅ᩝᮥ ᩩႊ⧁ ᙹ ᯩ۵ äᯕ݅.

2.1.2 ֗ധ৤૬ւࠤ

ࠥ᜽Ʊ☖᮹ྙᱽෝ⧕đ⦹ʑ᭥⦽Ʊ☖᜽ᖅ⪶∊ᔍᨦᮡႊݡ⦽

Ʊ☖⚍ᯱᰍᬱŝ᜽ᖅ⪶ᅕᬊḡ॒ᯕ⦥᫵⦹໑, ᯕ్⦽⦥᫵᳑Õᯕ

∊᳒⧁ḡ௝ࠥᯱᩑ⪹Ğ᮹❭ƕၰݡʑ᪅ᩝ॒᮹ྙᱽaၽᔾ⦹အ ಽƱ☖᜽ᖅŖɪᨱ᮹⦽šญᱶ₦ᮡ⩥ᝅᱢᮝಽ⦽ĥaᯩᮝ໑, ᯕ్⦽ ྙᱽᱱॅᮥ ⧕đ⦹Łᯱ ݅᧲⦽ Ʊ☖ᙹ᫵šญ(TDM : Transportation Demand Management) ᨱš⦽ᩑǍၰᱶ₦ᯕ

᜽⧪ࡹŁ ᯩ݅.

2.2 টෘ઴֜Ցഠ

ᮁᱶᅖ(2002)ᮡ ⪵ྜྷᯱ࠺₉ ᱥᬊࠥಽ ၰ ᱥᬊ₉ಽ᮹ ᯦ࠥᮥ

᭥⦽ʑⅩᩑǍෝᝅ᜽⦹ᩡ݅. ᩑǍᨱᕽ⪵ྜྷƱ☖᮹⮱෥ᮡǎaᔑ ᨦĞᰢಆᐱอᦥܩ௝ᯝၹ᜚~Ʊ☖᮹⮱෥ᨱࠥᵲ᫵⦽ᩢ⨆ᮥ

ၙ⊹Łᯩᮝ໑, ⧕ษ݅Ñॎࡹ۵ᯱ࠺₉ݡᙹ᮹᷾aၰ☖⧪ప᮹

᷾aಽᯙ⧕ᵝ᫵ࠥಽ۵Ʊ☖ℕ᷾ᨱ᜽ݍญŁᯩ۵ᔢ⫊ᨱᕽᯕᨱ

঑ෙ⪵ྜྷƱ☖ྜྷඹእ᮹᷾aaǎaᔑᨦĞᰢಆᮥਉᨕஉญ۵ᵝ

᫵ ᬱᯙᯕ௝Ł ʑᚁ⦹Ł ᯩ݅.

₥₍ॅ(2005)ᮡࠥಽ᭥ĥᄥᬊపŝ⪵ྜྷ₉ప⨩ᬊእᮉᮥŁಅ

⦽⪵ྜྷ☖⧪฾Ǎ⇶ႊᦩᨱš⦽ᩑǍෝᝅ᜽⦹ᩡ݅. ʑ᳕ᨱྜྷඹᇥ

᧝ᨱᕽǍ⇶⦽օ✙ᬭⓍ᪡݅෕íƱ☖Ŗ⦺ᱢᯙ ᯕುŝʑᚁᮥ

ᱢᬊ⦹ᩍᱢᬊݡᔢḡᩎԕᨱ᳕ᰍ⦹۵᳕e⪵ྜྷ☖⧪పᮥၹᩢ⦹

ᩡᮝ໑, ⪵ྜྷ₉పO/D᪡᳕e⪵ྜྷ☖⧪పᯕฯᮡḡᩎᮥᬑᖁᙽ᭥

ಽđᱶ⦹ᩍᕽእᜅᙹᵡCෝᮁḡ⧁ᙹᯩ۵äᮥ}ၽ⦹ᩡ݅.

ʡḥ⪹(2007)ᮡHOT₉ಽᬕᩢᨱݡ⦽⬉ŝᇥᕾၰǎԕ⪽ᬊႊ

ᦩᮥᩑǍ⦹ᩡ݅. HOT (High Occupancy Toll)ᮡ݅ᯙ᜚₉ప

ᐱᦥܩ௝1ᯙ᜚₉పੱ⦽☖⧪ഭෝḡᇩ⦹ᩍᬕᩢ⦹۵⩶┽ಽ

⩥ᰍ᫙ǎᨱᕽ۵ᬕ⧪ᵲᯕ໑, ᬑญӹ௝ᨱ᯦ࠥႊᦩᨱš⦽á☁ෝ

ᝅ᜽⦹ᩡ݅. VISSIMᮥaḡŁᇥᕾ⦹ᩡᮝ໑₉ᖁᄡĞᮉᨱ঑ෙ

᜽ӹญ᪅ᄥᇥᕾsᮥᱽ᜽⦹ᩍ₉ಽᄥၡࠥ, ᜽eݚƱ☖ప, ⠪Ɂᗮ

ࠥ᮹ sᮥ ࠥ⇽⦹ᩡ݅. ə đŝ ⠪Ɂ☖⧪ᗮࠥa ᷾a⦹ᩡᮝ໑, ᯝၹ₉ಽ᮹ ၡࠥ۵ HOT Lane ᮁ᯦ශᯕ ׳ᦥḩᙹಾ ԏᦥḡ۵

äᮥ ᦭ ᙹ ᯩᨩ݅.

ၶᖒ⪙(2007)۵  ᯙ⃽Ųᩎ᜽ෝ ᵲᝍᮝಽ ⪵ྜྷ₉ ᱥᬊࠥಽ ၰ

ᱥᬊ₉ಽ᮹᯦ࠥႊᦩᨱš⦽ᩑǍෝᝅ᜽⦹ᩡ݅. ⪵ྜྷ₉ᱥᬊࠥಽ

ෝ1₉ᖁŝ2₉ᖁᨱࢱᨩᮥভbbᮥእƱᇥᕾ⦹ᩡᮝ໑, ⪵ྜྷ₉᮹

ᮁ᯦ශᨱ঑ෙᄡ⪵ෝaḡŁᇥᕾᮥᝅ᜽⦹ᩡ݅. əđŝ⪵ྜྷ₉᮹

እᵲᯕ30% ᯕᔢᯝĞᬑᨱ۵⪵ྜྷ₉ᱥᬊࠥಽ᮹᯦ࠥᯕ᪅⯩ಅ

ᇡᱶᱢᯕ௝Ł ᵝᰆ⦹ᩡ݅.

ᯕ໦ᝁ(2008)ᮡ ᯙ⃽Ųᩎ᜽ෝ ᵲᝍᮝಽ ⪵ྜྷ₉ ᱥᬊࠥಽ ၰ

ᱥᬊ₉ಽᱽࠥෝ☖⦽⪵ྜྷ₉పᬕ⧪ႊᦩᨱš⦽ᩑǍෝᝅ᜽⦹ᩡ

݅. ⪵ྜྷ₉᮹šಉᱶ₦ၰᖅྙ᳑ᔍෝၵ┶ᮝಽᩑǍෝᝅ᜽⦹ᩡᮝ ໑bb᮹ྙᱽᱱᮥࠥ⇽⬥əᨱ঑ෙ}ᖁႊᦩᮥᱽ᜽⦹ᩡ݅.

l-70 SEIS FAQs (2008) ᨱᕽ۵Łᗮࠥಽᔢᨱᕽ⪵ྜྷ₉᮹☖⧪

పᯕ ᱱ₉ ᷾a⦹ᩍ ⪵ྜྷ₉ ᱥᬊ₉ಽ᮹ ᯦ࠥ᮹ ⦥᫵ᖒᨱ ݡ⧕

ᵲ᫵᜽⦹íᖅ໦⦹ᩡ݅. ⪵ྜྷ₉ᱥᬊ₉ಽ᮹ᰆᱱᮝಽ۵᜚ᬊ₉᪡

⪵ྜྷ₉᮹ᇥญಽᦩᱥᖒᮥ⪶ᅕ⧁ᙹᯩᮝ໑⪵ྜྷ₉ᬕᘂᨱᯩᨕ

⬉ᮉᱢᯕ௝Ł ӹ┡ԕᨩ݅.

3. ᩑǍݡᔢḡᇥᕾ

3.1 ઴֜۩ঃ஺Թ૬

ᅙᩑǍ᮹Ǎeᮡɩ⪙JCTⴇԉǍၙICෝᖁᱶ⦹ᩡᮝ໑, Ǎe᮹

ⅾʙᯕ۵27.9kmᯕ݅. ᯕḡᩎ᮹Ğᬑᨱ۵Ǎၙǎaᔑᨦ݉ḡa

ᯩ݅. Ǎၙᔑᨦ݉ḡᵝᄡ᮹Łᗮࠥಽ۵ĞᇡŁᗮࠥಽʑ᳕ᨱᱥ

Ǎeᯕ4₉ಽಽÕᖅࡹᨩᮝӹ2003֥Ǎၙ~࠺ݡǍe᮹60.8km۵

4₉ಽᨱᕽ8₉ಽಽ⪶ᰆࡹᨩ݅. ੱĞᇡŁᗮࠥಽᨱᕽǍ႑aᝍ⦹

(4)

Fig. 1. Section using vissim ᩍƱ☖ᔍŁᰇᦹ޹⇵⣮ಚǍe᮹Ǎၙ·ʡ⃽·ᩢ࠺ӹॅ༊Ǎeᮡ

2006֥ 12ᬵ 13ᯝ ʑ᳕ 4₉ಽᨱᕽ 6₉ಽಽ ⪶ᰆࡹᨩ݅.

ᅙᩑǍ᮹ݡᔢḡ᮹Ǎeᄥ☖⧪పᮥᔕ⠕ᅕ໕᷾·qශᯕၙእ⦽

ᔢ┽ಽๅ֥እ᜘⦽☖⧪పᮥӹ┡ԕŁᯩ݅. ICa2010֥ᔩಽ

ᝁᖅࡹᨕ2009֥ᯕᱥߑᯕ░۵ɩ⪙JCTⴇ᪽šIC᮹ߑᯕ░ಽ

ӹ┡ԩ݅. ᦥ௹ Table 1, 2ᮡ Ǎeᄥ ☖⧪పŝ Ǎeᄥ ⪵ྜྷ₉

☖⧪పᮥ ӹ┡ԙ äᯕ݅.

Table 1. Volume for each section (veh/day)

Section 2006 2007 2008 2009 2010 N.Daegu IC 

Keumho JCT 125,187 130,336 120,360 126,440 133,367 Keumho JCT 

Chilgok Logistics IC 116,865 120,678 99,766 103,818 115,061 Chilgok Logistics IC

GWaegwan IC 116,865 120,678 99,766 103,818 114,317 Waegwan IC G

N.Gumi IC 100,593 111,530 85,199 88,965 95,566 N.Gumi IC G

Gumi IC 81,201 82,185 69,799 73,200 82,301 footnate; Kyeongbu Expressway volume was calculated by Ministry of Land Infrastructure Transport, Statistical Yearbook of Road Traffic Counts and other than the main research, surrounding volume was also considered.

Table 2. Truck volume (veh/day)

Section 2006 2007 2008 2009 2010 N.Daegu IC 

Keumho JCT 50,411 52,478 46,323 41,341 46,766 Keumho JCT 

Chilgok Logistics IC 40,584 41,746 34,304 34,664 38,724 Chilgok Logistics IC

GWaegwan IC 40,584 41,746 34,304 34,664 38,390 Waegwan IC G

N.Gumi IC 34,880 35,907 29,854 30,275 32,584 N.Gumi IC G

Gumi IC 28,309 28,866 24,638 24,947 28,274

3.2 ઴֜۩ঃ஺෮จ

Łᗮࠥಽ⪵ྜྷ₉ᱥᬊ₉ಽ᮹⬉ŝᇥᕾᮥ᭥⦹ᩍ⪵ྜྷ₉᮹☖⧪

పᯕฯŁᱥᬊ₉ಽaᬊᯕ⦹ࠥಾ⦹ʑ᭥⦹ᩍ᪶ᅖ8₉ᖁࠥಽᯙ

ĞᇡŁᗮࠥಽ Ǎၙḡᩎᮥ ᖁᱶ⦹ᩡ݅.

ᯕǍe᮹Ğᬑ᪽šIC, ⋁łྜྷඹICa2009֥ᔩ೎íÕᖅࡹŁ,

₉ᖁ᮹⪶⡎ᯕᯕ൉ᨕᲭ݅. Ǎeᮡɩ⪙JCTⴇԉǍၙICෝᖁᱶ⦹

ᩡᮝ໑, Ǎe᮹ ⅾ ʙᯕ۵ 27.9kmᯕ݅. ᯕ Ǎeᨱ ԉǍၙ IC,

᪽šIC, ⋁łྜྷඹIC,᮹ḥ·⇽᯦ಽa᳕ᰍ⦹໑, ࠥಽ۵ᱥǍe

᪶ᅖ8₉ᖁᮝಽ༉ࢱᯝၹ₉ಽಽǍᖒࡹᨕᲙᯩ݅. ᵲeᨱ⋁ł

⮕íᗭa᳕ᰍ⦹ḡอ⋁ł⮕íᗭᮁ⇽᯦ᨱݡ⦽Ʊ☖పᮡᨧ۵

äᮝಽ ᖅᱶ⦹ᩍ ᩑǍෝ ḥ⧪⦹ᩡ݅.

4. ⪵ྜྷ₉ᱥᬊ₉ಽ᯦ࠥᨱ঑ෙ⬉ŝᇥᕾ

4.1 ंজࢫਏ࢘ߑଲ঵ড୨ 4.1.1 ंজඹߦֻ޽

ᅙᩑǍᨱᕽ۵Łᗮࠥಽ⪵ྜྷ₉ᱥᬊ₉ಽᖅ⊹ᨱ঑ෙᇥᕾᮥ

᭥⦹ᩍၙ᜽ᱢƱ☖᜽ဍ౩ᯕ░ᯙVISSIM ⥥ಽəఉᮥᔍᬊ⦹ᩡ

݅. VISSIMᮡࠦᯝᨱᕽၽ໦ࡹᨩᮝ໑, }ᄥ₉ప᮹᭥⊹ෝcar- followingŝlane changing ruleᨱ঑௝ᨦߑᯕ✙⦹íࡽ݅. Ʊ₉ ಽᨱᕽ۵₉పॅ᮹ᬡḢᯥᯕᝁ⪙, ☖⧪ᬑᖁǭ(right-of-way), e Ċᙹ௞(gap acceptance)ᨱ ঑௝ ༉ߙยᯕ ࡽ݅. ੱ⦽ Ʊ☖ඹෝ

⢽⩥⦹۵Traffic Simulator (₉ప⇵᳦༉⩶, ₉ಽᄡĞ༉⩶)᪡Single State GeneratorಽǍᖒࡹᨕᯩŁ, ԕᇡ༉⩶ᮝಽ₉ప✚ᖒၰᬕᱥ

ᯱ✚ᖒᮥ ၹᩢ⦹ᩍ Wiedemann (1974, 1999)ᨱ ᮹⧕ }ၽࡽ

Psyco-Physical ⇵᳦⩶┽༉⩶ŝvᱽ₉ಽᄡĞ༉⩶॒ᯕᱢᬊࡹ

ᨕ Ʊ☖ᇥ᧝ᨱ ฯᯕ ᥑᯕ۵ ⥥ಽəఉᯕ݅.

4.1.2 ճুܑߦ૳߆ࢫছणਆ৤ஜॺ୨

ࠥಽᬊప⠙௭ᨱӹ┡ӽŁᗮࠥಽ᮹ᱶ᮹۵‘ᵲᦺᇥญݡaᖅ⊹

ࡹᨕᯩŁ, ⦽ႊ⨆2₉ಽᯕᔢ᮹₉ಽෝaḥ↽ᔢɪࠥಽಽᕽ, ᯕࠥಽෝᯕᬊ⦹۵₉పᮡၹऽ᜽ᩑđಽෝ☖⧕ᕽอᅙᖁᮝಽ

⇽᯦⧁ ᙹ ᯩ۵ ᪥ᱥ⇽᯦☖ᱽ ႊ᜾ᮥ ≉⦽݅’ᯕ݅. Łᗮࠥಽ۵

·⇽᯦ᯕ ᪥ᱥ⯩ ☖ᱽࡹ۵ ᯱ࠺₉ ᱥᬊࠥಽಽᕽ ə ʑ܆ᮡ ᵝ᫵

ḡᩎ e᮹ ᔍ௭ ၰ ⪵ྜྷ☖⧪ᮥ ᩑđ᜽⍽ᵝ۵ äᯕ݅.

ࠥಽᬊప⠙௭ᨱᕽ۵ŁᗮࠥಽෝʑᅙǍe, ᨨiฝǍe, ᩑđಽ

ၰᱲᗮᇡᖙaḡಽǍᇥ⦹Ł, bb݅ෙᬊపᔑᱶႊჶᮥᔍᬊ⦹ࠥ

ಾ໦᜽⦹Łᯩᮝ໑ bǍeᮡ⬉ŝ⃺ࠥಽ ၡࠥ, ⠪Ɂ☖⧪ᗮࠥ,

(5)

Ʊ☖పᮥ ᯕᬊ⦹ᩍ ᕽእᜅ ᙹᵡᮥ ❱ᱶ⦽݅.

ᅙᩑǍᨱᕽ᮹ݡᔢḡᯙŁᗮࠥಽʑᅙǍe᮹ᬊపᔑᱶၰᕽእ ᜅ ᙹᵡ⠪a đŝᨱ ݡ⧕ ᦥ௹ Table 3ಽ ӹ┡ԕᨩ݅.

Table 3. Level-of-service criteria for expressway

L O S

Density (pcpk mpl)

Design speed 120kph

Design speed 100kph

Design speed 80kph Volume

(pcphpl) V/C Volume

(pcphpl) V/C Volume (pcphpl) V/C

A 6 700 0.3 600 0.27 500 0.25

B 10 1,150 0.5 1,000 0.45 800 0.40 C 14 1,500 0.65 1,350 0.61 1,150 0.58 D 19 1,900 0.83 1,750 0.80 1,500 0.75 E 28 2,300 1.00 2,200 1.00 2,000 1.00

F 28 - - - - - -

4.1.3 ਏ࢘ߑଲ঵۩ঃٷൈ૾೥ড୨

Łᗮࠥಽ⪵ྜྷ₉ᱥᬊ₉ಽ᮹⬉ŝᇥᕾᮥ᭥⦹ᩍ⪵ྜྷ₉᮹☖⧪

పᯕฯŁᱥᬊ₉ಽaᬊᯕ⦹ࠥಾ⦹ʑ᭥⦹ᩍ᪶ᅖ8₉ᖁࠥಽᯙ

ĞᇡŁᗮࠥಽ Ǎၙḡᩎᮥ ᖁᱶ⦹ᩍ օ✙ᬭⓍෝ ᖅᱶ⦹ᩡ݅.

Ǎeᮡɩ⪙JCTⴇԉǍၙICෝᖁᱶ⦹ᩡᮝ໑, Ǎe᮹ⅾʙᯕ۵

27.9km ᯕ݅. ᯕǍeᨱԉǍၙIC, ᪽šIC, ⋁łྜྷඹIC, ᮹ḥ·⇽᯦

ಽa᳕ᰍ⦹໑, ࠥಽ۵ᱥǍe᪶ᅖ8₉ᖁᮝಽ༉ࢱᯝၹ₉ಽಽ

ǍᖒࡹᨕᲙᯩ݅. ⪵ྜྷ₉ᱥᬊ₉ಽ᮹Ğᬑᨱ۵aಽᄡ₉ᖁᨱᱢᬊ ᯕࡹŁ₉ᖁ᮹ᄡĞᮡḥ·⇽᯦ಽ, ᨨiฝǍeᨱᕽอa܆⦹ࠥಾ

⦹ᩡ݅.

Length : 27.9km

10.7km 3.2km 14.0km

Keumho JCT Chilgok

Losistics IC Waegwan IC N.Gumi IC Fig. 2. Site composition

4.2 ंজࢺ࣑

4.2.1 ंজԹ૬

ᦿᨱᕽᨙɪ⦽ŁᗮࠥಽǍeᨱbbօ}᮹᜽ӹญ᪅ෝaḡŁ

ᇥᕾ⦹ᩡ݅. օ}᮹᜽ӹญ᪅۵bbᯝၹ₉ಽ, 1}᮹ქᜅᱥᬊ₉ ಽ, 1}᮹⪵ྜྷ₉ᱥᬊ₉ಽ, 1}᮹ქᜅᱥᬊ₉ಽ᪡1}᮹⪵ྜྷ₉ᱥ ᬊ₉ಽಽǍᖒ⦹ᩍb᜽ӹญ᪅ᄥ☖⧪ᗮࠥ, ၡࠥ, əญŁ᜽eݚ

☖ŝƱ☖పᮥ እƱ⦹ᩍ ᇥᕾ⦹ᩡ݅.

₉ప᮹᯦ಆእᮉ᮹Ğᬑᨱ۵᜚ᬊ₉a63%, ქᜅ3%, ⪵ྜྷ₉

34%ಽᯕsᮡAADT(֥⠪ɁᯝƱ☖ప)᮹እᮉಽᦥ௹᮹Tableŝ

z݅.

Table 4. Vehicle composition rate on expressway

Class Car Bus Truck Total

Vehicle rate 63% 3% 34% 100%

VISSIM ᮥᯕᬊ⦹ᩍʑᅙǍeᮥᖅᱶ⦹ᩡᮝ໑, bb᮹Ǎeᄥ

Ʊ☖పᮡAADT (֥⠪ɁᯝƱ☖ప) sᮥaḡŁᖅᱶ⦹ᩡ݅.

b᜽ӹญ᪅ᄥƱ☖పᮡzᮡƱ☖పᮥaḡŁእƱ·ᇥᕾ⦹ᩡ݅.

<Keumho JCT> <Chilgok Logistics IC>

<Waegwan IC> <N.Gumi IC>

Fig. 3. Simulation analysis

4.2.2 ंজਏيࠤૈ

Łᗮࠥಽᨱᕽ⪵ྜྷ₉ᱥᬊ₉ಽ᯦ࠥ᜽᮹ၡࠥ, ☖⧪ᗮࠥ, ᜽eݚ

☖ŝƱ☖ప᮹ᄡ⪵ෝ᦭ᦥᅕʑ᭥⦹ᩍᦥྕäࠥ ᖅ⊹ࡹḡᦫᮡ

Ǎe(ᯕǍe᮹⩥ᰍᔢ⫊), ქᜅᱥᬊ₉ಽ, ⪵ྜྷ₉ᱥᬊ₉ಽ, ษḡส ᮝಽქᜅᱥᬊ₉ಽ᪡⪵ྜྷ₉ᱥᬊ₉ಽෝ༉ࢱ ᖅ⊹⦹ᩡᮥভෝ

ᖅᱶ⦹ᩡ݅.

ქᜅᱥᬊ₉ಽ۵᜚ᬊ₉ᯕᬊᨖᱽ᪡ݡᵲƱ☖ᯕᬊᮥᮁࠥ⦹ᩍ

Łᗮࠥಽ᮹ᗭ☖ᮥᬱ⪽⦹í⦹۵äᮥ༊ᱢᮝಽݡᵲƱ☖⪽ᖒ⪵

ෝ᭥⧕᜽⧪⦹۵ᱶ₦ᯕ݅. ᬑญӹ௝ᨱᕽ۵Łᗮࠥಽԕᨱქᜅᱥ ᬊ₉ಽෝ᜽⧪⦹ŁᯩᮝအಽᩑǍ᮹ᇥᕾ᜽ӹญ᪅ᨱࠥქᜅᱥᬊ₉ ಽෝᱽ᜽⦹ᩡ݅. ქᜅᱥᬊ₉ಽ᮹Ğᬑᨱ۵ქᜅᯕ᫙᮹݅ෙƱ☖

ඹ۵ ḥ᯦ᮥ ᇩa܆⦹í ⦹ᩡ݅.

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Fig. 4. Base expressway

Fig. 5. Set the bus only lane on expressway

Fig. 6. Set the truck only lane on expressway

Table 5. Result of analysis

Class Density (veh/km)

Speed (km/h)

Volume (veh/h)

base 23.46 79.79 1,968

Bus only

lane 32.49 68.09 2,214

Truck only

lane 22.47 83.40 1,873

Two only

29.18 73.27 2,138

⪵ྜྷ₉ᱥᬊ₉ಽᩎ᜽⪵ྜྷƱ☖ప᫙ᨱᯝၹ᜚ᬊ₉aḥ᯦⧁

ᙹ ᨧࠥಾ ᖅᱶ⦹ᩡ݅. ḥ·⇽᯦ᨱ ݡ⦽ ₉ᖁᄡĞᮡ ḥ·⇽᯦Ǎෝ

ʑᵡᮝಽᱥ·⬥600m ᦩᨱᕽᯕ൉ᨕḡࠥಾᖅᱶ⦹ᩡᮝ໑ḥ·⇽᯦

ᇡ᪡ ᨨiฝᇡᇥ᮹ ᗮࠥෝ 30~40km/᜽ಽ ᄡᙹෝᖅᱶ⦹ᩡ݅.

ᯕᱽ⦽ᗮࠥ۵ᯝᅙ, ၙǎ, ᮁ౞॒ᖁḥǎॅ᮹ᔍಡ᪡ᦩᱥÑญ

॒ᨱݡ⦽ʑᚁᱢᯙá☁ෝၵ┶ᮝಽĞₑℎŝ⩲᮹⦹ᩍđᱶࡽ

ᗮࠥᯕ݅. ქᜅᱥᬊ₉ಽ᮹Ğᬑᨱ۵ᵲᦺ, ᷪ1₉ಽᨱᖅ⊹⦹ᩡᮝ ໑, ⪵ྜྷ₉ᱥᬊࠥಽ᮹Ğᬑᨱ۵4₉ಽᨱᖅ⊹⦹ᩍbb᮹sᮥ

እƱ ᇥᕾ⦹ᩡ݅.

4.3 ंজஂ෍էր

ᇥᕾ᮹đŝŁᗮࠥಽᨱᕽ⪵ྜྷ₉ᱥᬊ₉ಽᖅ⊹·ᬕᩢ᜽ᨱၡࠥ

sᯕ 22.47ݡ/kmಽ aᰆ ԏᮡ äᮝಽ ӹ┡ԍŁ, ქᜅᱥᬊ₉ಽ

᜽⧪᜽ᨱၡࠥsᯕ32.49ݡ/kmಽaᰆ׳ᮡäᮝಽӹ┡ԍ݅.

Łᗮࠥಽᕽእᜅᙹᵡ᮹⃺ࠥᯙၡࠥsᯕaᰆԏᮡ⪵ྜྷ₉ᱥᬊࠥ

ಽ Ǎ⇶᜽ᨱ ə ⬉ᮉᖒᯕ ᯩ݅Ł ⧁ ᙹ ᯩ݅.

ၹ໕ᨱქᜅᱥᬊ₉ಽǍ⇶᜽ᨱၡࠥsᯕ׳íӹ᪵۵ߑ, ᯕ۵

ქᜅ᮹Ʊ☖పᮡᱥℕƱ☖ప᮹3%ಽእᮉᱢᮝಽᅕ໕᯲ᮝӹ, 4₉ಽ

ᵲᨱᕽქᜅᱥᬊ₉ಽa⦽₉ಽෝᱱᮁ⦹ᩍ݅ෙƱ☖పᯕქᜅᱥᬊ

₉ಽෝᯕᬊ⦹ḡ༜⦹۵ᯕᮁಽᯙ⦹ᩍᱥℕࠥಽ᮹ၡࠥsᯕ׳ᮡ

äᮝಽӹ┡ԍ݅. ქᜅᱥᬊ₉ಽ᪡⪵ྜྷ₉ᱥᬊ₉ಽazᯕᖅ⊹ࢁ

Ğᬑa☖⧪ᗮࠥa޵׳ᮡᯕᮁࠥᯕ᪡zᮡᯕᮁ௝Ł⧁ᙹᯩā݅.

݅อქᜅᱥᬊ₉ಽ⦽₉ಽอaḡŁᇥᕾᮥ᜽⧪⧁Ğᬑᨱ۵ၡࠥ

sᯕ aᰆ ԏŁ ☖⧪ᗮࠥa aᰆ ዁ෝ äᮝಽ ᇥᕾࡽ݅.

☖⧪ᗮࠥ᮹Ğᬑᨱࠥ⪵ྜྷ₉ᱥᬊ₉ಽ᯦ࠥ᜽ᨱ83.40km/᜽ಽ

aᰆ዁ෙ☖⧪ᗮࠥෝᅕᯕŁᯩ݅. ᯝၹ₉ಽ79.79km/᜽᪡እƱ⦹

ᩡᮥভⓑ₉ᯕ۵ӹḡᦫᮝӹ, ⪵ྜྷ₉ᱥᬊ₉ಽ᯦ࠥ᜽ᨱ☖⧪ᗮࠥ

a዁ෙäᮥ᦭ᙹᯩ݅. ᯕĞᬑᨱ۵⪵ྜྷ₉ᱥᬊࠥಽෝǍ⇶⧉ᨱ

঑௝ ᔢݡᱢᮝಽ ᜚ᬊ₉·ქᜅᅕ݅ ₉పᗮࠥa ۱ฑ ⪵ྜྷ₉ᨱí

⦽ ₉ᖁᮥ ᇡᩍ⧉ᮝಽ៉ ݅ෙ ₉ᖁ᮹ ᬕ⧪ᗮࠥa ዉ௝Კ ⠪Ɂ

ᬕ⧪ᗮࠥaዉ௝ḡ۵äᮝಽᩩ⊂ࡽ݅. ᯝၹࠥಽ᮹Ğᬑᨱ۵⪵ྜྷ

₉a1ⴇ4₉ಽʭḡᯱᮁ೎í☖⧪ᮥ⧁ᙹᯩᮭᮝಽ۱ฑ☖⧪ᗮࠥ

ಽᯙ⦹ᩍ᜚ᬊ₉᮹ᬕ⧪ᮥႊ⧕⧉ᮝಽᱥℕᱢᯙ⠪Ɂ☖⧪ᗮࠥa

qᗭ⦽ äᯕ݅.

ქᜅᱥᬊ₉ಽ᯦ࠥ᜽ᯝၹ₉ಽ᮹ᔢ⫊ᮥᔕ⠕ᅙđŝ☖⧪ᗮࠥ

a᧞80km/᜽ᩡŁ⪵ྜྷ₉ᱥᬊ₉ಽ᯦ࠥ᜽ᯝၹ₉ಽ᮹☖⧪ᗮࠥ

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۵᧞80~88km/᜽, ᱥᬊ₉ಽa2₉ಽ(ქᜅ, ⪵ྜྷ₉)ᯙĞᬑᯝၹ₉ ಽ᮹☖⧪ᗮࠥ۵᧞78km/᜽ಽӹ┡ԍ݅. ᯕ᪡zᮡđŝෝ☖⧕ᕽ

ࠥ᭥Table᮹đŝ᪡ษ₍aḡಽ⪵ྜྷ₉ᱥᬊ₉ಽෝ᯦ࠥ᜽⪵ྜྷ₉

ᱥᬊ₉ಽ᪡┡₉ಽ᮹☖⧪ᗮࠥaaᰆᬱ⪽⦽äᮥᅝᙹᯩᮝအಽ

⪵ྜྷ₉ᱥᬊ₉ಽෝ᯦ࠥ᜽᯦ࠥ⦹ḡᦫᦹᮥভᅕ݅ᬱ⪽⦽☖⧪ᮥ

ᅕᯝ äᮝಽ Łಅࡽ݅.

5. đುၰ⨆⬥ᩑǍŝᱽ

5.1 էߨ

Ğᱽᖒᰆᮝಽᯙ⦽ᔗ᮹ḩ⨆ᔢᮡᬑญᔗᮥᮅ┾⦹Ł⠙ญ⦹í

⦹ʑ۵⦹ᩡᮝӹ, ฯᮡྙᱽᱱᮥੱ⦽zᯕᦩĉᵝᨩ݅. ✚⯩₉ప᮹

᷾a۵ ࠥᝍԕ ᝍb⦽ ࠥ᜽Ʊ☖ӽᮥ ᮁၽ⦹ᩡᮝ໑, ᯱ࠺₉ᨱᕽ

ӹ᪅۵CO

2

॒ᮡݡʑ⪹Ğᮥ❭ƕ᜽⍽⪹Ğᨱࠥฯᮡᦦᩢ⨆ᮥ

ၙ⊹í ࡹᨩ݅.

ᯝၹ᜚ᬊ₉ᅕ݅ݡʑ᪅ᩝྜྷḩᮥ޵ฯᯕ႑⇽⧕ԕ۵⪵ྜྷ₉ప ᮹Ğᬑᨱ۵₉ప᮹᷾aಽᯙ⦽ᱶℕಽᯙ⦹ᩍᬕ⧪᜽eᯕ޵ᬒ

ʙᨕḡíࡹᨩᮝ໑ᯕಽᯙ⦹ᩍ⪹Ğ᪅ᩝᨱݡ⦽ྙᱽᱱᮥaᵲ

᜽┍ᐱᦥܩ௝, ᔍ⫭ᱢᯙ⊂໕ᨱᕽ݅᜽ᔕ⠕ᅙ݅໕ྜྷඹእᬊ᮹

᷾aಽᯙ⦹ᩍĞᰢಆᮥ ᧞⪵᜽┅۵ྙᱽᱱᵲ⦹ӹಽݡࢱࡹí

ࡹᨩ݅.

ᯕᨱᅙᩑǍᨱᕽ۵Łᗮࠥಽᨱ⪵ྜྷ₉ᱥᬊ₉ಽ᯦ࠥᨱš⦽

ᩑǍෝ ᝅ᜽⦹ᩡ݅. ᯝၹ₉ಽ, ქᜅᱥᬊ₉ಽ, ⪵ྜྷ₉ ᱥᬊ₉ಽ, ქᜅᱥᬊ₉ಽၰ⪵ྜྷ₉ᱥᬊ₉ಽ, ᯕօaḡ᮹᜽ӹญ᪅ෝaḡŁ

ᇥᕾᮥ ᝅ᜽⦹ᩡ݅.

ᇥᕾđŝ, ŁᗮࠥಽʑᅙǍeᕽእᜅᙹᵡ᮹⃺ࠥᯙၡࠥᨱᕽ

22.47 ݡ/kmಽaᰆԏᮡäᮝಽӹ┡ԍᮝ໑, ქᜅᱥᬊ₉ಽ᜽⧪

᜽ᨱၡࠥsᯕ32.49ݡ/kmಽaᰆ׳ᮡäᮝಽӹ┡ԍ݅. ੱ⦽

⠪Ɂᬕ⧪ᗮࠥᨱᕽࠥ⪵ྜྷ₉ᱥᬊ₉ಽᖅ⊹᜽a83.40km/᜽ಽa ᰆ ׳ᮡäᮝಽ ӹ┡ӹ ⪵ྜྷ₉ᱥᬊ₉ಽ᮹ ᯦ࠥ᜽ᨱ ə⬉ŝa

ᯩ݅Ł ⧁ ᙹ ᯩ݅.

ᅙᩑǍ۵ĞᇡŁᗮࠥಽɩ⪙JCTⴇԉǍၙIC ǍeᮥaḡŁ

ᩑǍෝḥ⧪⦹ᩡ݅. 8₉ᖁ᮹ࠥಽಽǍe᮹ʙᯕ۵ⅾ27.9kmಽ

ᵲeᨱԉǍၙIC, ᪽šIC, ⋁łྜྷඹIC᮹ḥ·⇽᯦ಽa᳕ᰍ⦹ᩡ݅.

ᯕ ḡᩎ᮹ Ğᬑᨱ۵ ᇡᔑŝ ᬙᔑᨱᕽ ᪍௝᪅۵ ⪵ྜྷŝ ᯙɝ᮹

ǍၙŖᨦ݉ḡ᮹ᩢ⨆ᮝಽ⪵ྜྷ₉ప᮹☖⧪పᯕฯᮡŔᯕ݅. ᯕᨱ

ᯕḡᩎᨱ⪵ྜྷ₉ᱥᬊ₉ಽෝᖅ⊹⧉ᮝಽ៉əᨱ঑ෙ}ᖁ⬉ŝෝ

ࠥ⇽⧕ ԕŁᯱ ⦹ᩡ݅.

⩥ᰍʭḡ᮹ᯱ࠺₉᷾a⇵ᖙෝᅙ݅໕ᦿᮝಽᯱ࠺₉᮹₉పݡ ᙹ۵޵ᬒ᷾a⦹íࢁäᯕ݅. ⩥ᰍᨱࠥᯱ࠺₉᮹ᙹ᫵ᨱ฿⇹

ࠥಽŖɪ᭥ᵝ᮹ᱶ₦ᮥᝅ᜽⦹ᩡᮝӹ, ᯕၙ⦽ĥᱱᨱݍ⧩ᮝ໑

ᯕᨱ঑ෙᔩಽᬕ}ᖁ₦ᯕ⦥᫵⧁äᮝಽᅕᯙ݅. ঑௝ᕽᙹ᫵šญ

ႊᦩ᮹⦹ӹᯙ⪵ྜྷ₉ᱥᬊ₉ಽෝ᯦ࠥ⦹ᩍᬕᩢ⦽݅໕Ʊ☖⪝ᰂ ᮹ྙᱽᱱᮡྜྷುᯕÑܩ᪡ݡʑ᪅ᩝ, ྜྷඹእqᗭ॒⬉ŝ᪡⧉̹

⪵ྜྷ₉᮹ྙᱽᱱᮥ⧕đ⧁ᙹᯩᨕƱ☖ᖁḥǎᮝಽ݅aa۵ੱ

⦹ӹ᮹ ĥʑa ࢁ ᙹ ᯩᮥ äᯕ݅.

5.2 ේบ઴֜ր୪

᫙ǎ᮹Ğᬑᨱ۵⪵ྜྷ₉ᱥᬊ₉ಽᨱݡ⦽ᩑǍaḥ⧪ࡹᨕᯕၙ

᜽⧪ࡹᨕḡŁᯩᮝӹᬑญӹ௝᮹Ğᬑᨱ۵ᦥḢᨧ݅. ᩑǍ᮹ḥ⧪

ᔢ┽ੱ⦽⪵ྜྷ₉ᱥᬊ₉ಽ᯦ࠥᨱݡ⦽໨໨ᩑǍอᯕ൉ᨕᲭᮥ

ᐱᦥḢ⪽ၽ⯩ᯕ൉ᨕḡŁᯩḡᦫᮡᔢ┽ᯕ݅. ᯕ౑ᱱᮥŁಅ⦽݅

໕ᅙםྙᮡŁᗮࠥಽ⪵ྜྷ₉ᱥᬊ₉ಽ᯦ࠥᨱݡ⦽ᩑǍᩡ݅۵

ᱱᨱᕽ۵ ᮹ၙᯩ۵ ᩑǍᩡ݅Ł ⧁ ᙹ ᯩ݅.

⦹ḡอǎ⦽ࡽḡᩎᮥaḡŁᩑǍෝḥ⧪⦽ᱱŝქᜅᱥᬊ₉ಽ,

⪵ྜྷ₉ᱥᬊ₉ಽ॒₉ಽᨱݡ⦽ᇥᕾᮥᝅ᜽⦹ḡ༜⦽ᱱ, əญŁ

VISSIM ᯕ௝۵⥥ಽəఉᮥ☖⦹ᩍᇥᕾᮥᝅ᜽⦹ᩡᮝӹ, ᜽ဍ౩ ᯕ░᮹⦽ĥಽᯙ⦽ᱶ⪶ࠥ᮹ᇡ᳒ᖒᯕ௝۵ ᱱᨱᕽ۵ᦥᛍᬡᮥ

w۵݅.

⧎⬥ᩑǍᨱᕽ۵Ǎeᯕᦥܭיᖁᱥℕෝ☖⦽ᇥᕾŝ₉ಽᄥ

ᇥᕾᮥ☖⦽⪵ྜྷ₉ᱥᬊ₉ಽ᮹⬉ᮉᖒᮥ᯦᷾⧁ᙹᯩ۵ᩑǍa

ḥ⧪ࡹᨕ᧝ ⧁ äᮝಽ ᅕᯙ݅.

References

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Park, S.-H. (2010). A study on the introduction of exclusive truck lane and truckway : Focused on Incheon Metropitan city, MSc Dissertation, Graduate School of International Trade and Logistics at Inha University (in Korean).

Shin, H.-O. (2010). A study on the actual condition of HOV lane op- eration during weekdays the highway, MSc Dissertation, Dept of Transportation Eng. of the Graduate School at Myoung Ji University (in Korean).

Yoo, J.-B. (2002). Preliminary study on the introduction of ex- clusive lane and truckway, The Korea Transport Insititute (in Korean).

Lee, K.-C. (2011). A development of the dynamic pricing model for HOT(High Occupancy Tolling) lanes, MSc Dissertation, Graduate School of Engineering & Technology at Korea University (in Korean).

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MSc Dissertation, Graduate School of Environmental Studies

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Peter, S., Robert, W. P., Jr. and Jose, H. V. (2002). Toll truckways:

A New Path Toward Safer and More Efficient Freight Rransportation, Policy Study, No. 294, Reason Public Policy Institute, Los Angeles.

Ady. R. W. (1996). An investigation of relationship between illumi- nated advertising signs and expresssway accident, Traffic Safety Research Review, Vol. 3, pp. 9-11.

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Helmut, T. Z. and Thomas, S. (1997). “Driver eye-scanning behavior as function of pavement marking configuration.” Transportation Research Record, Issue 1605, pp. 62-72.

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SEIS FAQs-Spring, pp. 1-6.

수치

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Table 4. Vehicle composition rate on expressway
Table 5. Result of analysis

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