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A Case Study of Ameerpet to Kukatpally Corridor, Hyderabad

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A Case Study of Ameerpet to Kukatpally Corridor, Hyderabad URBAN CORRIDOR MANAGEMENT FOR HETEROGENOUS TRAFFIC CONDITIONS – A CASE STUDY OF AMEERPET TO KUKATPALLY CORRIDOR, HYDERABAD J Pradeep Chytanya Asst. Engineer (Highway Designs) Egis India Consulting Engineers Pvt. Ltd. Page 1 INTRODUCTION ¾CORRIDOR: ¾MANAGEMENT:. ¾CORRIDOR PROBLEMS: PHV, VOR, ACCESS & CONVINIENCE, CURRENT TRENDS, SAFETY, PEAK HOUR ¾ SIGNIFICANCE: INCREASED POPULATION, MISMATCH B/W FUNDING & NEED, A CMP IS A GOOD BACK BONE FOR CTTP ¾OBJECTIVES: IDENTIFY, UNDERSTAND, EVALUATE MANAGE Page 2 LITERATURE REVIEW • HAND BOOKS OF VARIOUS DOT’S HAS BEEN REFERRED • AMERIACN, EUROPEAN AND AUSTRALIAN METHODOLOGIES HAVE BEEN THROUGLY REVIEWED & BEST METHODOLOGY FOR INDIAN CONDITIONS WAS DRAWN Page 3 US DOT METHODOLOGY EUROPEAN METHODOLOGY GETTING ORGANIZED IDENTIFY CORRIDOR KNOW THE CORRIDOR CONVEY TO PUBLIC DEVELOP THE CHOICES REVIEW OF OPTIONS SELECT PREFFERED DRAFT CMP IMPLEMENTATION PUBLIC REVIEW &COMENTS SUSTAIN THE VISION FINAL CMP AUSTRALIAN METHODOLOGY GETTING ORGANIZED EXISTING & FUTURE CONDITIONS DEVELOP VISION & STRATEGIES DEVELOP IMPLEMENTATION PLAN DRAFT CMP & PUBLIC ISSUE MONITOR PROGRESS Page 4 CURRENT STUDY METHODOLOGY Page 5 ABOUT STUDY AREA ¾STUDY AREA = HYDERABAD ¾STUDY AREA DESCRIPTION : Hyderabad, the capital of Andhra Pradesh has emerged as most preferred destination for innovative technologies. The main growth driver in Real Estate Market is IT, ITES and BPO industries. Hyderabad, during the last 7- 8 years. ¾STUDY CORRIDOR = AMEERPET – KUKATPALLY (NH-9) MAIN ARTERIAL Page 6 Page 7 AMEERPET - MYTHRIVANAM Page 8 MYTHRIVANAM – SR NAGAR Page 9 SR NAGAR - ESI Page 10 ESI - ERRAGADDA Page 11 ERRAGADDA - KUKATPALLY Page 12 DATA COLLECTION • INTERSECTIONS = 6 •SEGMENTS = 5 • CORRIDOR LENGTH = 6.1 Km SEGMENT LENGTHS Page 13 PHYSICAL INVENTORY Page 14 DATA ANALYSIS & RESULTS Page 15 TRAFFIC VOLUMES OF SEGMENTS SEGMENT PEAK HOUR PEAK HOUR VOLUME (PCU’S/HR) Ameerpet Jn to 5075 11:30 am - 12:30 noon Mythrivanam Mythrivanam to SR Nagar 4853 11:00 am - 12:00 noon SR Nagar to ESI 5292 6:00 pm – 7:00 pm ESI to Erragadda 4844 4:45 pm – 5:45 pm Erragadda to Kukatpally Y 4602 9:30 am – 10:30 am Jn. Page 16 TRAFFIC VOLUMES OF INTERSECTIONS INTERSECTION PEAK HOUR PEAK HOUR VOLUME (PCU’S/HR) SRINAGAR 13105 6:45 PM to 7:45 PM MYTHRIVANAM 6712 10:15 AM to 11:15AM SR NAGAR 16181 10:00 AM to 11:00 AM ESI 12740 10:45 AM to 11:45 AM ERRAGADDA 8848 7:00 PM to 8:00 PM KUKATPALLY “Y” Jn 6721 7:00 PM to 8:00 PM Page 17 PEAK HOUR VARIATIONS Page 18 MODAL SHARES ALONG THE CORRIDOR Page 19 Page 20 Page 21 SIGNAL TIMINGS ALONG THE CORRIDOR Page 22 CAPACITY OF MID BLOCKS ¾ CAPACITY & LOS OF MID BLOCKS • MORTAB AND CHARI 1991 = 4 LANE DIVIDED For LOS “C” & for 10% SMV the DSV’S are as follows MODE DSV’S CARS 2075 BUS 1820 TRUCKS 1445 AUTOS 1935 2 WHEELERS 3300 Capacity of Single Lane = Capacity * (100/(100 - % of SMV))..(1) Capacity of whole Segment = Capacity of single lane * 2………..(2) Page 23 • SPEED FLOW CURVES = 6 LANE DIVIDED ¾DELAY & LOS OF INTERSECTIONS BASED ON HCM 200 Controlled Delay = Stopped Delay +Acc/Dcc Delay……3 dad = FVS * Correction Factor ………………………...4 FVS = Fraction of vehicles stopping = Vstop / Vtot …....5 Free-Flow ≤7 vehicles 8-19 20-30 Speed vehicles vehicles ≤ 60km/h +5 +2 +1 >60-71 km/h +7 +4 +2 >71 km/h +9 7 +5 Page 24 DELAYS & LOS OF INTERSECTIONS INTERSECTION STOPED DELAY Acc/Dcc Delay LOS (Sec/Veh) (Sec/Veh) SRINAGAR 16.4 1.9 B MYTHRIVANAM 37.9 1.5 D SR NAGAR 65.2 1.8 E ESI 24.1 1.3 C ERRAGADDA 23.4 1.5 C KUKATPALLY 49.6 1.3 D “Y” Jn Page 25 CAPACITY & LOS OF SEGMENTS SEGMENT NAME CAPACITY V/C LOS (vph) RATIO Ameerpet Jn to Mythrivanam 4200 0.766 C Mythrivanam to SR Nagar 4465 0.835 D SR Nagar to ESI 6246 0.763 C ESI to Erragadda 4560 0.827 D Erragadda to Kukatpally Y Jn. 5688 0.756 C Page 26 FLOATING CAR SURVEYS • 2 TRAILS IN PEAK & OFF PEAK •TO & FRO • PEAK = 10:00 AM – 11:00 AM • OFF PEAK = 1:00 PM – 2:00 PM Page 27 AMEERPET TO KUKATPALLY ELEMENT PEAK OFF PEAK 13.08 8.15 Avg. Journey Time (Min) 12.35 7.76 Avg. Running Time (Min) 27.15 44.73 Avg. Journey Speed (Kmph) 29.07 47.67 Avg. Running speed (Kmph) 44 23 Avg. Delay (Sec) Page 28 KUKATPALLY TO AMEERPET ELEMENT PEAK OFF PEAK 15.33 9.76 Avg. Journey Time (Min) 14.35 9.43 Avg. Running Time (Min) 24.96 41.53 Avg. Journey Speed (Kmph) 26.32 44.19 Avg. Running speed (Kmph) 59 20 Avg. Delay (Sec) Page 29 BOTTLENECK ANALYSIS • DATA COLLECTED FLOATING CAR SURVEYS • TIME/100m • PLOTTED USING MINITAB 15 & D – PLOT •X –AXIS = TIME • Y – AXIS = DISTANCE • Z – AXIS = SPEED • RESULTS COMPARED Page 30 WORKING WITH MINITAB 15 Page 31 WORKING WITH D-PLOT Page 32 COMPARISION OF BOTTLENECKS Page 33 OBSERVATIONS Page 34 SPEED PROFILES • RECORDED DURING FLOATING CAR SURVEYS • SPEEDS COMPARED B/W PEAK AND OFF PEAK TIMES Page 35 Page 36 CAUSALITY ANALYSIS • CARRIED OUT DURING SURVEYS • PROBLEMS IDENTIFIED • MANAGEMENT MEASURES SUGGESTED Page 37 AMEERPET - MYTHRIVANAM LOCATION PROBLEM IDENTIFIED MANAGEMENT MEASURES AMEERPET BUS STOP SLOW TRAFFIC MOVEMENT RELOCATION OF BUS STOP DUE TO BUS STOP BUS STOP MYTHRIVANAM JN. PEDESTRIAN CROSSING SEPARATE PHASE FOR PEDESTRAIN CROSSINGS INSTALL BULLBOUTS MYTHRIVANAM JN. MINOR LEG EXPERIENCING GREEN TIME HAS TO BE MORE DELAY ALTERED Page 38 MYTHRIVANAM – SR NAGAR LOCATION PROBLEM IDENTIFIED MANAGEMENT MEASURES MYTHRIVANAM BUS STOP HIGH SPEEDS OF THE INSTALL SPEED BREAKERS VEHICLES, PEDESTRAIN OR CUSHIONS OR A SPEED CROSSING HUMP FOOT OVER BRIDGE SR NAGAR JN. SIGNAL JUMPING AT TYRE FLATTENING, AMEERPET TO KUKATPALLY LEG SR NAGAR JN. DELAY AND QUEUE LENGTH CLOSE THE DIVIDER WHICH ARE GETTING INCREASED IS JUST 28M OF LENGTH FOR THE MINOR LEG Page 39 SR NAGAR - ESI LOCATION PROBLEM IDENTIFIED MANAGEMENT MEASURES ESI BUS STOP SLOWING DOWN OF SPEEDS MUST BE RELOCATED BECAUSE IT WAS LOCATED AFTER 300M VERY NEXT TO THE NARROWED ROAD AT DARGA. ESI JN. SIGNAL JUMPING FROM THE TYRE FLATTENING. TWO WHEELERS. Page 40 ESI - ERRAGADDA LOCATION PROBLEM IDENTIFIED MANAGEMENT MEASURES FRUIT MARKET ENCROACHMENTS AND SIDE ENCROACHMENTS NEED TO FRICTION. BE STRICTLY CLEARED FRUIT MARKET ILLEGAL MEDIAN OPENING, ILLEGAL MEDIAN OPENING HAS TO BE CLOSED. ERRAGADDA JN. PEDESTRIAN CROSSINGS MEDIAN HAS TO BE RAISED CAUSING INTERFERENCE TO TO SOME HEIGHT SO THAT THE THROUGH TRAFFIC. THE CROSSINGS WILL BE DONE AT THE ESI JN. Page 41 ERRAGADDA - KUKATPALLY LOCATION PROBLEM IDENTIFIED MANAGEMENT MEASURES MOOSAPET ENCROACHMENTS AND SIDE ENCROACHMENTS NEED TO FRICTION. BE STRICTLY CLEARED MOOSAPET BUS STOP ILLEGAL MEDIAN OPENING ILLEGAL MEDIAN OPENING HAS TO BE CLOSED. KUKATPALLY “Y” JN. BUSES ARE STOPPING ON THE BUS STOP HAS TO BE PASSENGERS REQUEST AT RELOCATED AT A DISTANCE THE JUNCTION OF 250M FROM THE “Y” JN. INSTALL A SPEED HUMP JUST BEFORE THE INTERSECTION SO AS TO REDUCE THE SPEED OF THE THROUGH TRAFFIC. Page 42 BULL BOUTS Page 43 SPEED HUMPS Page 44 CONCLUSIONS ¾ PEAK HOUR VOLUME IS HIGH AT SR NAGAR Jn & SR NAGAR – ESI MID BLOCK ¾ DELAY AT SR NAGAR IS HIGH & LESS AT SRINAGAR ¾ SR NAGAR – ESI HAVE HIGHEST CAPACITY ¾ AMEERPET – MYTHRIVANAM HAVE LESS CAPACITY ¾ KUKATPALLY – ERRAGADDA HAVE MORE DELAY ¾ ESI – SR NAGAR HAVE LESS DELAY ¾ 4 BOTTLENECKS IDENTIFIED WITH 2 ON EITHER SIDE Page 45 • OVERALL CORRIDOR PERFORMANCE CAN BE IMPROVED WHEN, PEDESTRAIN CROSSINGS IMPROVED ENCROACHMENTS CLEARED Page 46 VERY GLAD TO HAVE THIS OPPORTUNITY THANKING YOU, J Pradeep Chytanya Page 47.
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