Annex-9 Social Condition Survey

Annex-9 Social Condition Survey A9-1 Survey Contents Based on the initial/additional request from the Djibouti government, settlements accessible by car (shown in Table A9-1) were chosen for the social situation survey.

Table A9-1 List of Social Situation Survey No. Province Settlement Initial Request (MM) Additional Request 1 Unda Yaggouri ● 2 Unda Yaggouri(2) ● 3 As-Eyla ● 5 Gaali Hatayata ● 6 Blan Bale ● 7 Sankal ● 8 Zina Male ● 9 Dikhil Kouta Bouya ● 10 Daguiro ● 12 Garafi ● 13 Hombola ● 15 Sek Sabir ● 16 Assa Koma ● 17 Mindil ● 18 Afkha Arraba ● 21 Hambocta ● 22 Guelile ● 23 Midgan ● 24 Hol Hol(Digri) ● 25 Ali-Sabieh Assamo ● 26 Doussagoud Moune ● 27 Ali Adde ● 29 Midgarra ● 30 Ouarabalei ● 31 Hilbahey ● 32 Arta Petit Bara ● 33 PK30 ●

In each settlement shown above, there are several camps and a settlement leader who represents all the camps. The Survey Team visited the camp where the settlement leader resides. Furthermore, the Survey Team visited surrounding camp(s) that were accessible by car. In each camp, a questionnaire survey was given to the settlement leader (camp leader) (+ its committee), female residents and households. A9-2 Survey Results In order to evaluate the potential ability to conduct water supply facility O&M (operation and maintenance), items such as the existing type of water source that inhabitants are using, situation of illness due to unclean water, distance to water source, and water consumption rate per day were included in the questionnaire. Furthermore, experience in participating in a water management committee or women’s association, willingness to pay for water and at what amount were also included. Based on the results, the priority to construct a water supply facility is summarized in Table A9-4. The situation of each settlement is summarized in Table 9-5(a)~(m). At settlements that were chosen to conduct trial wells, the outline of the water management committee was explained to the settlement leader and its committee. After the explanations, the settlement leader was asked to sign an agreement stating that a water management committee will be established when the water supply facility is constructed. (See Table A9-6). Although there are existing water supply facilities (deep wells) at As Eyla and Galafi,

A9-1 the deep wells are not being used to their full capacity. These wells need to be rehabilitated or require a system readjustment (e.g. change the pump if the pump capacity is not adequate or add solar panels if power is not sufficient). Therefore, As Eyla and Galafi are excluded from this Project, which constructs only new water supply facilities. Furthermore, because the population at Hombola and Digri is small, these two (2) areas are also excluded from this project. (1) Economic Situation Nomadic people live in the target area of this Project, and they raise livestock such as goats, sheep, donkeys, camels, etc. The milk of goats, sheep and camels is one of their sources of income. Camels and donkeys are raised to transport material, water, cabin baggage, etc. Goats and sheep are raised for food, and for selling when nomadic people need a large amount of revenue. However, due to the recent droughts, the number of livestock has decreased and has made the life of nomadic people tougher. Natural coconut groves are present in the Daguiro region. People who live around this area sell coconut handicrafts. In Assamo, Hambocta (in Ali Sabieh) and Afka Arraba, Mindli (in between Mouloud and Dikhil), there are irrigation systems using well water and people in these areas sell agricultural products. (2) Population The total population of Djibouti is 818,159 (as of 2009, Census Data by Department of Statistics), and 70% of the people live in urban areas. Furthermore, 86% of the urban population lives in Djibouti city. On the other hand, the distribution of the rural population for three (3) provinces in southern Djibouti is shown in Table A9-2. The total population is 205,008. 69% (142,192 people) of this population, including nomads, live in rural areas.

Table A9-2 Rural Population and its Distribution Situation Population Density in Estimated Area Region Rural Rural Population in (km²) Urban Total (+ Nomad) (Pop./km²) Radius 5km Dikhil 6,450 24,886 64,062 88,948 9.9 777 Ali Sabieh 2,060 37,939 49,010 86,940 23.8 1,868 Arta 2,025 13,260 29,120 29,120 14.4 1,130

(3) Form of Settlement / Ethnic Groups In the target area, inhabitants live in a small family unit, called a camp. Several camps are scattered in a settlement and there is a settlement leader. The major ethnic group in Djibouti is the Afar ethnic group (of Ethiopian origin) and the Issa ethnic group (of Somalian origin). In Ali Sabieh Prefecture, the majority is the Issa ethnic group. In Dikhil/ Arta Prefecture, both the Afar ethnic group and Issa ethnic group are the majorities. There are settlements that consist of these two (2) ethnic groups, but there is no camp that consists of two (2) ethnic groups. At present, there are no ethic conflicts. In some settlements, these two (2) ethnic groups work together to construct roads. However, in general, it seems that there is little cooperation between ethnic groups. Therefore, when water supply facilities are constructed, O&M education shall be instructed by the government. (4) Water Supply / Water Resource Situation The water supply ratio in Djibouti city is 92%, however it is only 54% in rural areas (as

A9-2 of 2006). Other than in Guelile (Ali Sabieh Prefecture), Sek Sabir and Sankal (Dikhil Prefecure) in the target area, settlements are formed by camps that are scattered. Since camps are scattered, there are no water supply facilities. People in these settlements generally use water from shallow wells but these wells tend to dry up during the dry season. As a countermeasure, water tanks have been installed and water trucks are expected to distribute water to the tanks. However, due to a shortage of fuel, water trucks are not supplying water in many areas. As an emergency measure, people pool funds to buy water. When there is a lack of water and food for livestock, people tend to move from where they live to a new area. Due to the recent droughts, the water shortage situation is continuing and nomadic people are losing their livestock. To mitigate this situation, the Djibouti government is implementing a policy to promote nomads to settle down in one area and to promote agriculture. In order to support this policy of the Djibouti government, water supply facilities are necessary. (5) Education In the target area, children and women are in charge of fetching water. Since there is a water shortage, fetching water is time consuming and difficult. Table A9-3 shows the education situation for three (3) southern provinces. In the target area, only Sankal has a primary school. Since primary schools are not present in the other target areas, children in these areas need to go to primary school in Dikhil, Yoboki or As Eyla. In order to attend these schools, children need to leave their home and stay at a dormitory or acquaintance’s home.

Table A9-3 Education Situation in Three (3) Southern Provinces Percentage Attending Number Rate of Junior Primary / Junior High Primary *1 of School School Region *1 High Total Population School among Number School *1 Age Attendance School of School Age Children Children (%) (%) Dikhil 4282 2012 6294 88,948 22.14*2 19,693 32.0 Ali-Sabieh 4148 2161 6309 86,940 14.76 (Primary 19,249 32.8 Arta 2084 671 2755 29,120 School) 6,447 42.7 *1 Department of Education, Annual Statistics 2008-2009 *2 Department of Statistics (DISED) 2002/2003

The rate of school attendance for the three (3) prefectures is between 32% and 43%. Considering that the rate of school attendance in urban areas is higher than rural areas, the rate of school attendance in rural areas is assumed to be about 25%. If water supply facilities are constructed in the target area, water-drawing labor will be less time consuming and it is expected that the rate of school attendance in these areas will increase. Furthermore, owing to water supply facilities, the population will increase. As a result, schools might be constructed and rates of school attendance in rural areas will increase. (6) Healthcare / Medical Treatment The child mortality rate is 6.7% (MICS/EDIM-2006 Survey) and the major causes are Acute Respiratory Infection (ARI) (such as pneumonia), diarrhea, malaria and malnutrition. Since most of the settlements in the survey area do not have clinics or hospitals, there are no data showing the causes of child mortality. Based on the questionnaire results, bronchial infections and diarrhea are the major causes of child mortality. Drinking polluted water cause diarrhea. During the survey, water quality analysis was conducted and bacillus coli was detected from almost all the shallow wells. When livestock excreta penetrate into the shallow wells, or contaminated pails are used to

A9-3 draw water from the shallow wells, the water will be polluted. Furthermore, contaminants on surfaces can be flushed by rainfall causing pollution of the shallow water layer. In April 2010, a mass diarrhea outbreak occurred in Ali Adde (Ali Sabieh Prefecture) and was assumedly caused by heavy rain right before the outbreak. If water supply facilities (deep wells) are constructed by this Project, it is expected that the rate of illness due to water contamination will decrease.

A9-4 Table A9-4 Result of Social Survey Top: Willingness to Water Establish Water Willingness Target Water Distance to Water Committee Illness due to Water Consumption Bottom: to pay for Settlement Water Usage Situation, etc. Population Resource Resource per Day Experience in Water

Joining Committee Priority Prefecture Prefecture L/ Point Total People Point Type Point Type Point Km Point person Point Point DJF Point As Eyla Water is not sufficient because fuel to generate pump is not adequate. Priority is higher for improving the existing facility rather than 0 ------― × constructing a new facility. Thus, this Project will not construct a facility at this site. Assa Koma Inhabitants get water from traditional hand dug A Diarrhea - wells. Although more water is necessary, it is not 1020 3 2 3 0.5 – 1.5 2 10 4 2 100 2 18 ○ B Cholera ○ difficult to get water at this site. Daguiro Water trucks have not supplied water to this site A ○ for a long time. Inhabitants get water from 682 2 3 - 1 0.5 1 11 4 2 50 2 15 ○ (C) × traditional hand dug wells.

A9-5 Unda Yagouri (2) There is no water source near this area. × Inhabitants get water from Daguiro, which is 5 km 912 2 A 3 - 1 5.0 3 30 1 1 200 3 14 △ × away. Garil Hatayata Although inhabitants insist that there is not enough water, it is easy to get water from the Stomach ○

Dikhil Dikhil 2300 3 A 3 2 1 1 10 4 3 100 2 18 ○ shallow water layer at this site. Sanitary ache ○ conditions are not good. Galafi Pump power source was changed to solar power from fuel (diesel generator). However, amount of pumped water has decreased due to the change. 0 ------― × Instead of constructing a new facility, readjustment of the existing facility has a higher priority. Kouta Bouya Since salinity of groundwater is increasing and Diarrhea the concentration of arsenic/fluorine is higher A Stomacha ○ 5500 3 2 3 0.5‐2 2 12 4 2 100 2 18 ○ than water quality standards, it is difficult to B che × develop a water supply facility in this area. Dysentery Zina Male Inhabitants get water from traditional hand dug wells and springs. Inhabitants can access deep 592 2 A 3 Diarrhea 2 1‐15 3 7 4 ○ 2 100 2 18 ○ wells (in some camps) but they are far away. (D) × Top: Willingness to Water Establish Water Willingness Target Water Distance to Water Committee Illness due to Water Consumption Bottom: to pay for Settlement Water Usage Situation, etc. Population Resource Resource per Day Experience in Water

Joining Committee Priority Prefecture Prefecture L/ Point Total People Point Type Point Type Point Km Point person Point Point DJF Point

Blan Bale Although inhabitants did not insist that water is A × insufficient, inhabitants get water from a deep 272 1 3 Diarrhea 2 10‐15 3 7 4 1 250 3 17 ○ (D) × well in Mouloud / Dikhil (10~15 km away). Sek Sabir Inhabitants get water from traditional hand dug A,B ○ 1888 3 2 Diarrhea 2 0.5‐2 2 27 1 3 100 2 15 ○ wells. Water trucks come rarely. (C) ○ Afka Araba Although there is a small-scale plantation, there is not enough water due to drought. It seems that A ○ 250 1 2 - 1 0.5 1 18 3 2 100 2 12 × many inhabitants have left this area because B × water is insufficient. Mindil Some inhabitants get water from a public tap A (water from Mouloud: 10 km pipeline) ○ 496 2 (C,D 3 - 1 2－10 3 20 2 2 50 2 15 ○

A9-6 Basically, inhabitants depend on water from × ) water trucks. Only a few wells exist in this area. Hombola During the social survey, there was only 1 household at this site. The number of inhabitants change depending on the season. O&M will be 0 ------― × difficult if there are not enough inhabitants throughout the year. Sankal Inhabitants cross the border to get water from a shallow well in Ethiopia. Water quality is poor. Disinfectant is added to the water before 3000 3 A 3 Cholera 3 2 2 15 3 ○ 2 65 2 18 ○ drinking. Water is insufficient and nomads are losing their livestock. Ali Adde Although there are public taps, water supply for these taps is insufficient. Therefore, many A inhabitants get water from traditional hand dug Diarrhea ○ 875 2 B 2 3 0.1-1 1 9 4 3 100 2 17 ○ wells. Cholera ○ (D) Water trucks rarely come to this site because

Ali Sabieh Ali Sabieh road conditions are poor. Food is sufficient. Assamo There is a deep well at the school/clinic and water is sufficient. Water for agriculture is 750 2 B 1 Diarrhea 2 0.1- 1 25 1 ○ 3 50 2 12 × D 0.7 ○ Top: Willingness to Water Establish Water Willingness Target Water Distance to Water Committee Illness due to Water Consumption Bottom: to pay for Settlement Water Usage Situation, etc. Population Resource Resource per Day Experience in Water

Joining Committee Priority Prefecture Prefecture L/ Point Total People Point Type Point Type Point Km Point person Point Point DJF Point pumped up by solar system.

Dousagoud Water trucks supply water to this site because A ○ Moune there is a school/mosque. Construction of a 2400 3 2 Diarrhea 2 0.3‐4 3 18 3 3 100 2 18 ○ B ○ water supply facility is desired at this site. Guelile During the dry season, shallow wells often dry up. Although the degree of water insufficiency is ○ not high, it is desirable to construct a water 2065 3 B 2 - 1 0.6 1 14 3 3 50 2 15 ○ ○ supply facility at this site because this is a border town. Hambocta Many inhabitants insist that water is insufficient. This site is along a national road and there is a ○

A9-7 school and farms. This Project was asked to 675 2 B 2 - 1 0.1‐3 2 17 3 3 50 2 15 ○ ○ install pipes from the existing well to the school (capacity of existing well is unknown). Digri All the inhabitants who answered the × questionnaire insisted that water is insufficient. 50 1 A 3 - 1 1 ― × × This settlement is a part of Hol Hol. Midgan Inhabitants get water from traditional hand dug wells along the wadi. This site is at the upstream of wadi, so there is little water, especially during A × the dry season. Water consumption rate is low (6 385 1 2 - 1 1‐4 3 6 4 1 50 2 14 △ B × L/d).

Midgarra During the social survey, there were no (for Ali Adde) inhabitants at the site. In order to supply water to 0 ------― × Ali Adde, this Project will construct a well at this site. Hol Hol Water consumption is 17 L/d, which is not high. Water is insufficient for the population. It is easy 0 ------― × to access to water at this site. Top: Willingness to Water Establish Water Willingness Target Water Distance to Water Committee Illness due to Water Consumption Bottom: to pay for Settlement Water Usage Situation, etc. Population Resource Resource per Day Experience in Water

Joining Committee Priority Prefecture Prefecture L/ Point Total People Point Type Point Type Point Km Point person Point Point DJF Point Ouarabalei Many inhabitants insist that water is insufficient. ○ Water consumption is low (20 L/d). Distance to 680 2 A 3 Diarrhea 2 10－15 3 20 2 2 100 2 16 ○ × the water source is far. PK30 All inhabitants get water from water trucks. Thus, ○ 450 1 C 2 Diarrhea 2 0.1－2 2 10 4 3 50 2 17 ○ water that inhabitants can use is limited. ○ Water is insufficient and access to water is Petit Bala ○ difficult because this site is in a mountainous 620 2 A C2 Diarrhea 2 0.1－2 2 16 3 2 100 2 15 ○ × Arta Arta area and is far from the national road. There is a well protected by concrete at the valley Hilbahey ○ entrance. Inhabitants come to this well to get 750 2 B C2 - 1 0.2－3 2 9 4 2 100 2 15 ○ × water.

Target Population A9-8 1 point: below 400 people, 2 points: 401 ~ 1000 people, 3 points: over 1001 people

Water Source A: Traditionally well constructed by manpower, B: Protected shallow well, C: Water truck, D: Deep well / 1 point: D, 2 points: B or C, 3 points: A

Illness due to Water 1 point: Nil, 2 points: Diarrhea, 3 points: Infectious disease such as cholera, etc.

Distance to Water Source 1 point: less than 1 km, 2 points: 1～4 km、3 points: over 4 km

Water Consumption Rate 1 point: over 25 L/d, 2 points: 20~24 L/d, 3 points: 14~19 L/d, 4 points: under 13 L/d

Willingness to Establish Water Committee / Experience Joining Committee 1 point: not willing to establish water committee / no experience joining committee, 2 points: either willing to establish water committee or have experience joining committee, 3 points: willing to establish water committee and have experience joining committee

Willingness to Pay for Water Tariff 1 point: not willing to pay, 2 points: willing to pay below 100 DJF, 3 points: willing to pay above 101 DJF

Priority over 15 points: ○ High priority, 13～14 points: △ medium priority, below 12 points: × Low priority Table A9-5(a) Results of Social Situation Survey (1) No.1 Unda Yaggouri (2) As-Eyla

Settlement Location

Settlement Situation

Well Drilling Location Additional well will not be constructed.

There are 7 camps that have 114 households As Eyla: about 5,100 people (Population: 900 people) Camps around As Eyle are as below: Dhaniaf (20 households) Yaguer (27 households) Yaguer (27 households) Kaona Dhaar (10 households) Settlement Form Kaona Dhaar (10 households) Ourghoyta (6 households) Ourghoyta (6 households) Kassan (16 households) Kassan (16 households) Bodoli (15 households) Bodoli (15 households) Yiyaf (20households) Yiyaf (20 households) Total population: around 11,000 people Settlement Situation Inhabitants settle in this area. Inhabitants settle in this area. Inhabitants at this site are nomadic around Hanle Living (Nomadic) Style valley (in between the border and Yoboki). The nomadic area is not far from the camp. Inhabitants at this area use water from a spring at Daguiro and traditional hand dug wells. However, Inhabitants use water from a well previously Water Consumption Situation water salinity is high and it is unhygienic. constructed by JICA. Due to insufficient fuel Inhabitants travel 5 km (one way) to get water (diesel), the water supply is not adequate. every day. Willingness to Relocate to If there is a water supply facility around this area, Area that has Water Supply Nil inhabitants are wiling to move close to the facility. Facility Experience Joining Water There is a water management committee and a Management Committee, etc. Nil wife association (Gobaad wife association) with and Willingness to Join Such 120 members. Committee In order to provide better accessibility to get water, the water department improved the path to the Accessibility Situation No problem water source. Since it is just a simple road, the path may be destroyed if there is a flood. Agreement to Establish Water Management Committee with Nil Nil Settlement Leader There are about 1,000 people at this site. Based on the trial drilling, it is clear that water potential at this Issues on Establishing Water site is low. Agreement to establish a water No problem Management Committee management committee has not been received from settlement leader.

A9-9 Table A9-5(b) Results of Social Situation Survey (2) No.2 Gaali Hatayata Blanbale

Settlement Location

Settlement Situation

Well Drilling Location Well drilling will not be conducted. Well drilling will not be conducted.

There are camps as below: Tourkaylo: 40 people along National Inki Ara Camp (at Hanle valley): 1840 people Gelehabad: 56 people Road No.1 Settlement Form Harougo, Gini Bad, Adaytou, Amayle, Abaa Camp Beyaade: 56 people (Dakka Highland): 2,300 people Kileyta: 56 people Birtader: 64 people Total population is 272 people Half the inhabitants settle, half the inhabitants are Settlement Situation Inhabitants settle in this area. nomadic. Inhabitants at this site are nomadic between their camp and Hanle wadi. Both men and women are Women/children look after livestock and graze Living (Nomadic) Style nomadic. Inhabitants get revenue from selling wood livestock around Blanbale everyday. for fuel, working at farms or working for the army. Inhabitants are buying water from a farm (1 km away) Water Consumption There is no well around this site. Women/children for their livestock. Water for human consumption is Situation travel 10~15 km to Mouloud or Dikhil to get water. taken from a traditional hand dug well at Hanle wadi. Willingness to Relocate to Since sand storms are frequent at this site, Inhabitants are willing to relocate to an area where Area that has Water inhabitants are willing to relocate. a water supply facility is constructed. Supply Facility Experience Joining Water Management Committee, There is a women’s association to manage well of Nil etc. and Willingness to Hanle2. Join Such Committee Poor condition. Since there is loose sand at the wadi Accessibility Situation No problem crossing area, it is difficult for cars to cross the wadi. Agreement to Establish Water Management Nil Nil Committee with Settlement Leader Agreement to establish water management Need to discuss with the settlement “Hanle2” if a well Issues on Establishing committee has not been received from settlement at this site will be constructed. Agreement to Water Management leader. In this settlement, camps are scattered and establish a water management committee has not Committee the population is small. Thus, the cost for O&M will been received from settlement leader. be relatively high.

A9-10 Table A9-5(c) Results of Social Situation Survey (3) No.3 Sankal (Sabbalou) Zina Male

Settlement Location

Settlement Situation

Well Drilling Location

There are 74 households (population 600) in 7 camps as There is no camp at the well drilling location below. It is about 18 km from Danbiraleh to Adaitou. (Sabbalou). Water from the well is planned to Zina Male: 5 households, Adaitou: 10 households Settlement Form supply Sankal, which is 3.4 km south of the well. Ooren: 2 households, Guerissolisso: 4 households Since Sankal is near the border of Ethiopia, there Dhale Dora: 15 households are 500 households and the population is 3,000. Danbiraleh: 20 households, Adi Biyui: 18 households Settlement Situation Inhabitants settle in this area. Inhabitants do not settle in this area. During the survey, water was insufficient at Dakka highland. Due to the recent droughts , there is a water Thus, many inhabitants were staying temporarily at Living (Nomadic) shortage for Sankal’s inhabitants. On average, Danbirare to use water of Abiyoussof. The period of Style one (1) household owns 1~2 livestock. temporary residency at Danbirare is three (3) months ~ two (2) years. Inhabitants use water from shallow wells at the In this settlement, the major water source is a traditional Water Consumption boundary of Djibouti-Ethiopia and shallow wells hand dug well. Inhabitants at Danbirare can use deep well Situation in the wadi in Ethiopia. water at Kontali/Abiyoussof (constructed by Abu Dhabi Water is deposited/disinfected before drinking. Fund) but these two (2) sites are about 10 ~15 km away. Willingness to Since this area (Dakka highland) has insufficient water, Relocate to Area that Inhabitants are not willing to relocate. inhabitants are willing to relocate to a place that has a water has Water Supply supply facility. Facility Experience Joining Inhabitants have no experience in joining a committee. The Inhabitants have no experience in joining a Water Management settlement leader understands that money is necessary for committee. If water from the Sabbalou well will Committee, etc. and the water supply facility O&M and agrees to collect tariffs for be supplied to Sankal, inhabitants are willing to Willingness to Join using water. However, the settlement leader does not agree establish a water management committee. Such Committee to establish a water management committee. Accessibility Good condition. However, the existing route When it rains, the access road will be muddy and car Situation might be cut off by flood. cannot access. Agreement to Settlement leader has signed an agreement to Establish Water establish a water management committee on the Agreed (by Mr.Helem Hamad Hachim, Mr.Hamed Boulssa Management condition that water from Sabbalou well will be Barhabe, Mrs.Fatouma Hamad Moussa) Committee with supplied to Sankal. The agreement was signed Settlement Leader by Mr. Mohamoud Rohlett Wais. During the survey, water was insufficient at Dakka highland At this moment, there is no detailed plan showing and inhabitants moved to Danbirare to stay temporarily. how to deliver water from Sabbalou to Sankal. Issues on Therefore, inhabitants at this site wish to have their own (Delivering water by pipeline, water trucks, camel Establishing Water water supply facility. If a water supply facility is constructed or donkey might be alternatives.) Planning the Management at Zina Male, inhabitants who are living in scattered camps water supply method will be the first priority Committee might gather around the facility. before establishing a water management In order to establish a water management committee, committee. cooperation between camps is essential.

A9-11 Table A9-5(d) Results of Social Situation Survey (4) No.4 Kouta Bouya Daguiro

Settlement Location

Settlement Situation

Well Drilling Location Well drilling will not be conducted.

Koutabouya population: about 4000 Camps of this settlement are along national road No.1 at Surrounding camps area as follows: intervals of about 5 km. The well is located 5 km south of Afahtou: 1,500 people Ararou. Total households are 124 in this settlement (about Settlement Form Chadir: 1,500 people 700 people). Farra: 3,000 people Dahetou: 44 households In total about 10,000 people. The existing water Ararou: 46 households supply facility provides water to 5,500 people. Gablaaf: 34 households Inhabitants settle in this area. Settlement Situation Inhabitants settle in this area. Since there is a natural coconut grove in this wet area, people have settled in this area since a long time ago. Living (Nomadic) Style Nomadic at Dekka highland and its surroundings. Nomadic only during droughts. Inhabitants use water from a protected shallow Inhabitants get water from a traditional hand dug well. well located south of the main camp. Although (500~1,000 L) plastic water tanks supplied by Water Consumption Water from the well is pumped up by generator UNICEF are located at intervals of several km along the Situation and water is supplied to the camp by pipeline. national road, the tanks are empty because water trucks Both water quality and quantity are poor. have not supplied water to the tanks recently. Willingness to Relocate to Area that has Water Not willing to relocate. Willing to relocate. Supply Facility Although inhabitants do not have experience in joining a Experience Joining committee, inhabitants are willing to pay or donate things Water Management There is a women’s association. A settlement to the committee when a water supply facility is Committee, etc. and community is also functioning. Thus, water facility constructed. Inhabitants do not have any comments Willingness to Join management will not be an issue at this site. regarding the members or the committee (it seems that Such Committee settlement leader will decide this matter). There is no problem at this moment. However, there are few wadi crossing the path to the Since this site is along national road No.1, there is no Accessibility Situation settlement. Thus, there is a possibility that roads problem regarding access to this site. to the settlement will be cut off during a flood. Agreement to Establish Water Management Agreed (by Mr. Mohamed Abass Hassan, Mr. Agreed (by Mr. Mohamed Hamad Moussa) Committee with Abdoulkader Wetti Mohamed) Settlement Leader Although inhabitants have an understanding of a water It seems there is no problem in establishing a management committee, they did not show their water management committee. Instead of willingness to be members of the committee. Accessibility Issues on Establishing establishing a new committee to manage the between all camps in this settlement is good; thus, it shall Water Management water facility, adding a role to the existing be comparatively easy to establish a good relationship Committee committee to manage the water facility might be between camps. Regarding the establishment of a water an alternative and this matter will be considered. management committee, the settlement leader will be the key person for further discussion.

A9-12 Table A9-5(e) Results of Social Situation Survey (5) No.5 Garafi Hombola

Settlement Location

Settlement Situation

Well Drilling Location Well drilling will not be conducted. Well drilling will not be conducted.

Population at the main camp is 1,200, at the border is During the survey, there was only 1 household at this 300, and at the surrounding camps is 3,800. The total Settlement Form site, thus this site cannot be considered as a population in this settlement is about 5,300. There are settlement. many camps along national road No.1. Inhabitants do not settle in this area. Settlement Situation Inhabitants settle in this area. (They sometimes stay at this site and sometimes stay in Ethiopia.)

Living (Nomadic) Women and children take care of livestock. Livestock is Inhabitants in this area move between Ethiopia and Style occasionally taken to Mikileh (10km away). Hombola.

There is a well constructed by Italy in the 1980s, 2 km from the border. Solar power is used to pump water but Inhabitants get water from each location during Water Consumption until 2009, diesel was used. Pumped up water is nomadic relocation. At Hombola, inhabitants dug a Situation insufficient at this site. Water is supplied to the border well along the wadi in a traditional way to get water. from this site.

Willingness to Relocate to Area Not willing to relocate. Not willing to relocate. that has Water Supply Facility Experience Joining Inhabitants do not have experience in joining a Inhabitants in this settlement do not have experience in Water Management committee. Nomadic people and the settlement joining a committee such as a women’s association. Committee, etc. and leader stated that they are willing to participate the There is no water facility management committee for the Willingness to Join water facility management committee at the existing facility. Such Committee interview. Need to cross Hanle wadi in order to access this Accessibility Site is along national road No.1. No problem. site. It is difficult for heavy vehicles to access to this Situation site because there is a wide area with loose sand. Agreement to Establish Water Management Nil Agreed (by Mr. Walho Gada Walho) Committee with Settlement Leader Issues on It seems that there is no particular problem in It is difficult to establish a water management Establishing Water establishing water management committee at this committee because there are no permanent Management settlement. inhabitants in this area. Committee

A9-13 Table A9-5(f) Results of Social Situation Survey (6) No.6 Sek Sabir Assa Koma

Settlement Location

Settlement Situation

Well Drilling Location

Sek Sabir (105 households) is the main camp of this settlement. There are 5 camps within 2 Issiboula camp (2.5 km from the well): 40 households km surrounding Sek Sabir: Sabir (50 Barrougali camp: 10 households Settlement Form households), Ounda Sabir (10 households), Surrounding camps: 12 households Alailegero (10 households), Sablola (40 Total: about 1,000 people households), Oudoudlebahi (7 households). Total population is about 1,900. Settlement Situation All camps at this settlement are permanent. All camps at this settlement are permanent (since 1944).

Inhabitants travel 500 m ~ 2 km everyday to Inhabitants at this settlement travel everyday to Dakka Living (Nomadic) Style take their livestock to the meadow. highland, which is 3~5 km north of the camps. Inhabitants mainly use water from a traditional Inhabitants get water from the traditional hand dug well. hand dug well. When water is supplied to the However, water is insufficient. water tank located along the national road, In Issiboula, there is a plan to install a solar pump and Water Consumption inhabitants use water from the tank. During the water tank at the existing well. A water management Situation period of water shortage, inhabitants buy committee was established and collection of water tariffs water from a deep well located 5 km to the was conducted. However, the solar system and water north (Gourabous). tank have not yet been installed. Since this settlement is not scattered, all the Willingness to Relocate to camps can easily access the well (which will Area that has Water Supply Inhabitants are not willing to relocate. be constructed by this Project). Inhabitants do Facility not have to relocate. There is a Sek Sabir women’s association (10 Experience Joining Water members). The purpose of this association is In order to pay for the O&M for the solar system, a Management Committee, to improve the living situation. Members of this committee was established at the end of 2009. There are etc. and Willingness to Join association donate 500 DJF to the 47 members and each member donates 100 DJF. Such Committee association. Camps at this settlement are along national In order to drill a well, the road was repaired. However, Accessibility Situation road No.1; thus, there is no access problem. the road may be easily cut off if there is a flood. Agreement to Establish Water Management Committee with Agreed (by Mr. Moussa Gouro Ali) Nil Settlement Leader From the camp, the existing water source (shallow well along the wadi) location is closer than the well that will be constructed by this Project. Since the water quality of the Issues on Establishing It seems that there will not be any particular existing well is poor, it is recommended that water from Water Management problem to establish committee at this site. the deep well (constructed by this Project) be used for Committee human consumption and water of the shallow well be used for daily life. It is necessary to have an agreement with the settlement leader regarding this matter.

A9-14 Table A9-5(g) Results of Social Situation Survey (7) No.7 Mindil Afkha Arraba

Settlement Location

Settlement Situation

Well Drilling Location

There are 62 households (about 500 people) in camps as below: In Mindil Area: Moussetikoma (16 households), There are 3 camps as below: (25 households, Dhugasasloub (3 households), Hahaileh (2 about 250 people). households), Hadhigadasso (10 households), Afka Araba (10 households) Settlement Form Loughagdaaro (10 households) Kileta (7 households) At Okahleh Area: Hamouleh (7 households), Guedjik (3 Harrou (8 households) households), Diheyayati (3 households), Gedcambar (2 households), Seiti Dabi (2 households), Guelleh Gawleh (4 households) Since the independence of Djibouti in 1977, there have There are long-term and temporary residences in Settlement Situation been inhabitants living at this settlement. There are also this area. inhabitants who move to this settlement during droughts. Inhabitants are nomadic everyday around their Living (Nomadic) Style Inhabitants travel everyday to a meadow 3 km away. camps. Inhabitants at this area generally use a traditional Inhabitants normally use water from a hand dug hand dug well. During the dry season, water is traditional well. When inhabitants buy things at Mouloud, Water Consumption insufficient in this area. Due to recent droughts, some of them use the deep well water at Mouloud. (The Situation many inhabitants have left this settlement. distance between the well drilling location of this Project There are a few small-scale farms along the valley and Mouloud is 6 km.) using water from the shallow well. Willingness to Relocate to Area where has Water 75% of population is willing to relocate. 75% of population is willing to relocate. Supply Facility Experience Joining Water Management Committee, etc. and Willingness to Join No experience. No experience. Such Committee There is no problem to access to the site at this Due to rain, access from the national road to the site will moment. However, there are few wadi crossing the Accessibility Situation be muddy and it will thus be difficult to access. areas to approach the site. Road repair at the wadi might be necessary. Agreement to Establish Water Management Agreed (by Mr. Houssein Barreh Kayad, Mr. Mohamed Agreed (by Mr. Djama Guedi Dideh) Committee with Settlement Sougueh Barreh, Mr. Hachim Robleh Omar) Leader The Survey Team still has not visited the camp where the settlement leader is staying. The settlement leader is Issues on Establishing It is necessary to confirm the population who will an educator and resides in Mouloud. The population at Water Management use the water that will be constructed by this this settlement is small; thus, it is necessary for the Committee Project. camps to cooperate and to increase the population to use the water from the newly construct well.

A9-15 Table A9-5(h) Results of Social Situation Survey (8) No.8 Hambocta Guelile

Settlement Location

Settlement Situation

Well Drilling Location

Hambocta (20 households) is the main camp at this settlement. The surrounding camps are below: There is a settlement (Guelile: population of 1,900) Adegaha (2 households), Gacham (3 across the border. households) Isodar (2 households), Harla (4 Surrounding camps are as below: Settlement Form households) Afyare (3 households), Labakouroussley (105 households) Doudouballaleh (50 households; 5 km from from Guelile (60 households) Hamboucta) Total population around this area is 2,065. Total number of households is 84 and the population is about 680. Inhabitants settled at Hambocta/Doudouballaleh. Due to the recent droughts, inhabitants surrounding above camps have moved away. Inhabitants in Settlement Situation Inhabitants in this settlement stay here permanently. surrounding camps have moved away due to floods. There is a possibility that more inhabitants will settle down in this settlement. Inhabitants are nomadic 2~3 km around their Inhabitants are nomadic near their camps (Alley Living (Nomadic) Style camps everyday. mountain; 1 km away) everyday. Inhabitants living at Hambocta use water from a protected shallow well. At Doudouballaleh, there Inhabitants use water from a traditional hand dug well Water Consumption are 2 deep wells for farm use. Although these wells / protected shallow well. Water is insufficient during Situation are for farm use, some inhabitants use this water. the dry season / drought. During the drought, inhabitants pay a fee for diesel fuel (500 DJF/month). Willingness to Relocate to Area where has Water Supply Half of the inhabitants are not willing to relocate. Half of the inhabitants are not willing to relocate. Facility There is a women’s association at Hambocta There is a women’s association at Guelile. established in 2009 (establishment was instructed Experience Joining Water Inhabitants did not express their opinions on whether by the settlement leader). Management Committee, they are willing or not to join the water management Although inhabitants did not answer whether they etc. and Willingness to committee. are willing or not to join the water management Join Such Committee However, inhabitants understand that it is necessary committee, inhabitants are aware of the need to to pay for water. pay for using water. Accessibility Situation No problem No problem Agreement to Establish Water Management Committee with Agreed (by Mr. Ibrahum Dide Douale) Agreed (by Mr. Ismael Darar Yabe) Settlement Leader During the social survey at Doudouballaleh, it seemed that there are inhabitants using water from Issues on Establishing the farm. These inhabitants’ thoughts on water are It is necessary to conduct more surveys in the Water Management quite different from the people of Hambocta. surrounding camps to collect more information. Committee There is a request from the local people to install a pipeline from the well to the primary school. Stakeholder coordination is difficult.

A9-16 Table A9-5(i) Results of Social Situation Survey (9) No.9 Midgan Hol Hol (Digri)

Settlement Location

Settlement Situation

Well Drilling Location Well drilling will not be conducted. Well drilling will not be conducted. Total population at this settlement is about 400. Number of households at each camp is below: Beyodaad (40 households) There is a town (Hol Hol) near the requested Dagaade (50 households) site (Digri). However, there is no camp at Digri. Gasle (30 households) Settlement Form Since Digri is located on a basalt plateau. It Wadda (40 households) can be assumed that there is no shallow well Abesale (50 households) around this area. Dadarada (45 households) Odadley (55 households) Dourdourwanabe (40 households) There are inhabitants who moved to this settlement due to the drought a few months before. If good Settlement Situation There are no inhabitants at this site. quality water is developed, inhabitants will settle at this site. Men are in charge of the nomadic lifestyle. The Living (Nomadic) Style (No information) nomadic area is around the camps. Inhabitants use water from the traditional hand dug well or protected shallow well. However, well water Water Consumption Situation is unavailable during the dry season. Water (No information) consumption rate is 6 L/person, at least at the target area. The camp leader is not willing to move to the area Willingness to Relocate to Area where the new water supply facility will be (No information) that has Water Supply Facility constructed. Housewives are willing to move. Experience Joining Water Management Committee, etc. Inhabitants have no experience in joining (No information) and Willingness to Join Such committees. Committee The road from Dikhil to this site is rocky. One route to access to this site is to travel through It seems that there is shallow groundwater Accessibility Situation Ali Sabieh. On this route, the road conditions are along the wadi. However, the Survey Team poor because it is hilly/narrow and is not paved. could not access this location because there were fallen rocks (as of February 2010). Agreement to Establish Water Management Committee with Nil Nil Settlement Leader It is necessary to listen to the opinions of the It is necessary for the settlement leader to agree on inhabitants in the surrounding camps. It is also Issues on Establishing Water the establishment of a committee. It is also essential to get agreement from the settlement Management Committee essential to listen to the opinions of the inhabitants leader to establish a water management in the surrounding camps. committee.

A9-17 Table A9-5(j) Result of Social Situation Survey (10) No.10 Assamo Doussagoud Moune

Settlement Location

Settlement Situation

Well Drilling Location Well drilling will not be conducted. Well drilling will not be conducted.

There is a primary school and clinic in this camp There is a mosque and a newly constructed primary and these facilities are concentrated. The school in the main camp. Population of the main Settlement Form population is 750 people. camp (Goddaawo) is 400, and the surrounding Total population of the surrounding camps (Edisso, camps have 2,000 people. Bohocha, Dagwen) is 1,800 people.

Settlement Situation Willing to relocate. Willing to relocate.

Children graze livestock 2~3 km around the wadi Children graze livestock 2~4 km around the camp Living (Nomadic) Style of Assamo. everyday. Inhabitants use water from the protected shallow Inhabitants use water from the protected shallow well. However, the well is dry during the dry season. well. Water is relatively abundant and there are Water Consumption Water trucks supply water to the tank at the primary many inhabitants who engage in farming. Situation school. However, road conditions from Ali-Sabieh to Some wells use a solar system to pump up water this site are poor. Thus, the water truck does not from the well. come often. Willingness to Relocate to Since inhabitants can get water relatively easily at Area that has Water Supply this time, inhabitants answered that they are not Inhabitants in this settlement are willing to relocate. Facility willing to relocate. Experience Joining Water There is a women’s association (Assamo There is a women’s association to promote Management Committee, Women’s Association), but there is no water improvement of health. Activity cost is 100 etc. and Willingness to Join management committee. DJF/month. Such Committee In order to access this settlement, there is a route In order to access this settlement, there is a route Accessibility Situation from Ali Sabieh. However, the road is poor from Ali Sabieh. However, the road is poor because because it is hilly and not paved. it is hilly and not paved. Agreement to Establish Water Management Agreed (by Mr. Moussa Souguih Amir) Agreed (by Mr. Mahamoud Elmi Egueh) Committee with Settlement Leader The settlement leader has agreed to establish a water management committee. Furthermore, since there is an existing women’s Issues on Establishing The settlement leader has agreed to establish a association, the newly established water Water Management water management committee. management committee can cooperate with the Committee women’s association and can function easily. Therefore, there are few issues on the establishment of a water management committee.

A9-18 Table A9-5(k) Result of Social Situation Survey (11) No.11 Ali Adde Midgarra

Settlement Location

Settlement Situation

Well drilling will not be conducted at this site. Well Drilling Location (A well will be constructed at Midgarra; water of Midgarra is planned to supply this site.)

Ali Adde is the main camp of this settlement. Surrounding camps are Nakhal, Bilhile, Guedgarissare, Biokalaf, Lastagawa, Gachamaleh, and Midgan. During the social survey (February 2010), no Settlement Form Since the well drilling location of this Project is camps could be confirmed at Midgarra. about 10 km from Ali Adde, it is assumed that half of the Ali Adde population will use water from the newly constructed well. (880 people) All inhabitants in this area are permanent inhabitants. Although there is a refugee camp Settlement Situation (about 10,000 people) beside this settlement, a There are no inhabitants in this area. new water supply facility is not being considered for the refugee camp. Inhabitants travel 2~6 km to the mountains Nomadic people stay in this area only in some Living (Nomadic) Style everyday. Some inhabitants hire people to graze seasons. their livestock (for about 10,000 DJF/month). Inhabitants in this settlement use water from a public tap (water source: deep well), a shallow Water Consumption Situation well along the wadi, and a traditional hand dug Unknown well. Water is insufficient especially during the dry season. Willingness to Relocate to Area Most of the inhabitants are not willing to relocate. Unknown that has Water Supply Facility In the settlement of Ali Adde, there is a women’s Experience Joining Water association. There is also a committee to collect Management Committee, etc. donations in case of emergency. Most of the Unknown and Willingness to Join Such inhabitants understand that payment shall be Committee made for the O&M if there is a new water supply facility. The route from Ali-Sabieh to this site is hilly and Accessibility Situation No problem narrow. It is difficult for oversized vehicles to access. Agreement to Establish Water Management Committee with Agreed (by Mr. Idriss Samriye) Nil Settlement Leader Inhabitants at Ali Adde are not willing to relocate. It is essential to establish a water management committee at the newly constructed deep well. Issues on Establishing Water Water management committee will not be Therefore, it is necessary to make sure that there Management Committee established at Midgarra. will be inhabitants using water at Midgarra and a water management committee will be established.

A9-19 Table A9-5(l) Results of Social Situation Survey (12) No.12 Ouarabalei Hilbahey

Settlement Location

Settlement Situation

Well Drilling Location

This settlement consists of a main camp (30 The main camp is Kalalabada (45 households) and households) and 4 surrounding camps as follows: there are camps along Hilgahey valley as below at Wanani (10 households) intervals of about 2 km. The total number of Settlement Form Oubaley (20 households) households is 69 and the population is about 750. Gouraley (10 households) Diksley (5 households), Asargour (3 households), Arey (15 households) Guedijaleh (6 households) Total households are 85 and population is about 680. Bagayaleh (10 households) All camps at this settlement are permanent (this Settlement Situation All camps at this settlement are permanent. settlement’s history starts from 1949). Inhabitants travel everyday to the mountains that are Inhabitants travel everyday to areas that are about Living (Nomadic) Style about 500 m ~ 2 km away from their camps. 5~6 km away from their camps. Inhabitants use water from the protected shallow well Inhabitants use water from a traditional hand dug well located at the exit of Hilbahey wadi. Other than the Water Consumption that is along the wadi. However, it is about 10 km shallow well, inhabitants use water of a deep well Situation away. There is no water source at this area. along national road No.1 or water supplied by the water truck. Willingness to Relocate to Area that has Water Willing to relocate. Willing to relocate. Supply Facility Inhabitants have no experience in joining a Experience Joining Inhabitants have no experience in joining a committee. Many inhabitants said that they are not Water Management committee. willing to participate in a water management Committee, etc. and Although inhabitants mentioned that they are willing to committee. However, inhabitants understand that Willingness to Join pay for using water, inhabitants are not willing to money is necessary for the O&M of the water supply Such Committee participate in a water management committee. facility, and are willing to pay for the O&M when the water facility is constructed. Accessibility Situation No problem No problem Agreement to Establish Water Management Agreed (by Mr. Hassan Guelleh Olow) Agreed (by Mr. Ahmed Waiss Robleh) Committee with Settlement Leader Issues on Establishing Water Management Need to confirm with surrounding camps. Need to confirm with surrounding camps. Committee

A9-20 Table A9-5(m) Results of Social Situation Survey (13) No.13 Petit Bara PK30

Settlement Location

Settlement Situation

Well Drilling Location

The main camp of Petit Bala is OmarJagaa. There are 6 camps as follows scattered in this area. Surrounding camps are as follows: Jabanasse: 2 households Galema: 30 households, Jalelo: 33 Lanbodaleh: 15 households households, Chabiyo: 15 households Gouboubasse: 12 households Settlement Form Although there is an existing water supply Guedgarase: 5 households facility at Omar Jagaa, the surrounding camps Borleh: 12 households do not have a water supply facility. There are Bklilwaine : 30 households 78 households in the surrounding area and In total: 76 households and about 450 people. the total population is 620. Omar Jagaa is along national road No.1 and is a camp that has history. Other than this camp, Settlement Situation all the camps are new. Normally, people leave Permanent camp the new camps in the winter and come back in the summer. Inhabitants travel 2 km around their camp Inhabitants travel everyday about 3 km around the Living (Nomadic) Style everyday. camp. Since there is a deep well (using solar power to pump up water) along national road No.1 for the inhabitants of Omar Jagaa, an Inhabitants use water from a tank that is supplied Water Consumption Situation additional well is not necessary. 100% by water trucks. Inhabitants other than Omar Jagaa use water from a traditional hand dug well along the wadi. Willingness to Relocate to Area that has Water Supply Inhabitants are not willing to relocate. Inhabitants are not willing to relocate. Facility Experience Joining Water There is a women’s association consisting of six (6) Management Committee, etc. No experience women to improve life and welfare. This settlement is and Willingness to Join Such willing to establish a water management committee. Committee Accessibility Situation No problem No problem Agreement to Establish Water Agreed (by Mr. Okal Elmi Miguil、Mr. Abdallah Management Committee with Agreed (by Mr. Djama Dirir Wais) Settlement Leader Waiss Robleh) Issues on Establishing Water Need to confirm with surrounding camps. Need to confirm with surrounding camps. Management Committee

A9-21 Table A9-6 Settlement that Agree to Establish Water Management Committee Region Settlement Settlement Leader Camp 1 Dikhil Hambola Mr. Walho Gada Walho Agna 2 Dikhil Daguirou Mr. Mohamed Hamad Moussa Ararou 3 Dikhil Seki Sabir Mr. Moussa Gouro Ali Sabir 4 Dikhil Afka Araba Mr. Djama Guedi Dideh Harou 5 Dikhil Zinamale Mr. Helem Hamad Hachim Ado Bouyi 6 Dikhil Kouta Bouya Mr. Mohamed Abass Hassan Kouta Bouya 7 Dikhil Kouta Bouya Mr. Abdoulkader Witti Mohamed Afahtou 8 Dikhil Mindil Mr. Mohamed Sougueh Barreh Madal 9 Dikhil Guerassoliso Mr. Ali Boulssa Guerassoliso 10 Dikhil Zinamale Mr. Hamed Boulssa Barhabe Dalilali 11 Dikhil Zinamale Ms. Fatouma Hamad Moussa Adaitou 12 Dikhil Mindil Mr. Houssein Barreh Kayad Moussayti Koma 13 Dikhil Sankal Mr. Mohamoud Rohlett Wais Sankal 14 Dikhil Mouloud Mr. Ali Elmi Warsama Loubakdara 15 Dikhil Mouloud Mr. Mohamed Obsieh Warsama Hamoule 16 Dikhil Mindil Mr. Hachim Robleh Omar Harigdassod 17 Dikhil Afkaraba Mr. Elmi Wageri Diraneh Harou 18 Ali Sabieh Aualabalei Mr. Hassan Guelleh Olow Daguwein 19 Ali Sabieh Assamo Mr. Moussa Souguih Amir Daguwein 20 Ali Sabieh Doussagoud Moune Mr. Mahamoud Elmi Egueh Godawar 21 Ali Sabieh Ali Adde Mr. Idriss Semjuye Refugee Camp 22 Ali Sabieh Galile Mr. Ismael Dasar Yabe Galile Foste 23 Ali Sabieh Hamboukta Mr. Ibrahim Dide Douale Hamboukta 24 Arta Helbahey Mr. Ahmed Waiss Robleh Helbahey 25 Arta Petit Bara Mr. Okal Elmi Miguil Omar Jagaa 26 Arta Petit Bara Mr. Abdallah Waiss Robleh Gued Balaran 27 Arta PK30 Mr. Djama Dirir Wais Gabanass

A9-22

Annex-10 Test Well Drilling A10-1

Figure A10-1Location Map of Drilling Sites SUMARRAY OF WELL CONDITION

LOCATION: UNDA YAGGOURI DATE:

LITHOLOGY WATER LEVEL SUMMARY OF WATER PUMP TEST GEO MARK 0 ^ ^ ^ 0-144m ^ ^ 5 STEP TEST ^ ^ ^ basalt terace NO WATER ^ ^ ^ ^ ^ block lava ^ ^ ^ ^ ^ hard and tight ^ ^ crack is rare NO WATER ^ ^ ^ up to 50m 24 HOURS CONTINUOUS UP LIFT ^ ^ NO WATER ^ ^ ^ slightly weathered ^ ^ 50 ^ ^ ^ low permeability ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ RECOVERY TEST ^ ^ ^ NO WATER ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ WATER QUALITY 100 ^ ^ ^ NO WATER ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ X X X 144-158m 150 X X X tuff compact

A10-2 A10-3 SUMARRAY OF WELL CONDITION

LOCATION: SABALLOU DATE: 2-3NOV, 2010

LITHOLOGY WATER LEVEL SUMMARY OF WATER PUMP TEST GEO MARK 0 o o o 0--25 o o o sand Gravel 5 STEP TEST o o o Old terrace deposit S.W.L= 16.75 PROPER Q=6.5 L/S o o o High permeability DRAW DOWN= 4.2 M o o o rich aquifer DWWL= 24.05 o o o o o o

25--75 24 HOURS CONTINUOUS UP LIFT

UPLIFT Q= 6.5 L/S Cretaceous base rock TOTAL Q= 561.6 M3 / 24 HOURS 50 loose and soft DRAW DOWN=4.13M High permeability TRANSIMISIVITY=115.2M2/DAY

RECOVERY TEST

75 REMAINING W L= 24.05 M Hole Bottom RECOVERY TIME= MIN TRANSIMISIVITY=146.6M2/DAY Remark Drilling stopped 75m in depth. Reason is Possibility to reach salt water layer below 75m deep. WATER QUALITY

EC= 90.3 M S/M PH= 7.33 TEMPERATURE= 39.8 CO

A10-4 A10-5 㪪㫋㪼㫇㩷㪻㫉㪸㫎㩷㪻㫆㫎㫅㩷㫋㪼㫊㫋㩷㫉㪼㪺㫆㫉㪻

㪧㫌㫄㫇㫀㫅㪾㩷㪩㪸㫋㪼㪈㫊㫋㩷㫊㫋㪼㫇㪉㫅㪻㩷㫊㫋㪼㫇㪊㫉㪻㩷㫊㫋㪼㫇㪋㫋㪿㩷㫊㫋㪼㫇㪌㫋㪿㩷㫊㫋㪼㫇㽲㪪㫋㪸㫊㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪈㪍㪅㪎㪌㪨㪩㪼㪺㫆㫉㪻㩷㪢㪼㪼㫇㪼㫉㪉㪅㪐㪋㪅㪋㪍㪅㪎㪏㪈㪈㩿㪣㪆㫊㪀㪛㫌㫉㪸㫋㫀㫆㫅㩿㫄㫀㫅㪀㽴䋽㽳䋭㽲㪪㩷㪔㩷㪛㪮㪈㪅㪐㪍㪊㪅㪎㪇㪌㪅㪈㪌㪍㪅㪈㪊㪎㪅㪈㪇㩿㫄㪀

㪈㫊㫋㩷㫊㫋㪼㫇㪉㫅㪻㩷㫊㫋㪼㫇㪊㫉㪻㩷㫊㫋㪼㫇㪋㫋㪿㩷㫊㫋㪼㫇㪌㫋㪿㩷㫊㫋㪼㫇㪫㫀㫄㪼㽳㪮㪸㫋㪼㫉㽴㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㪇㪈㪍㪅㪎㪌㪇㪅㪇㪇㪈㪏㪅㪎㪈㪈㪅㪐㪍㪉㪇㪅㪋㪌㪊㪅㪎㪇㪉㪈㪅㪐㪇㪌㪅㪈㪌㪉㪉㪅㪏㪏㪍㪅㪈㪊㪌㪈㪏㪅㪊㪍㪈㪅㪍㪈㪈㪐㪅㪏㪎㪊㪅㪈㪉㪉㪈㪅㪊㪏㪋㪅㪍㪊㪉㪉㪅㪋㪎㪌㪅㪎㪉㪉㪉㪅㪐㪊㪍㪅㪈㪏㪈㪇㪈㪏㪅㪌㪐㪈㪅㪏㪋㪉㪇㪅㪊㪉㪊㪅㪌㪎㪉㪈㪅㪍㪌㪋㪅㪐㪇㪉㪉㪅㪎㪍㪍㪅㪇㪈㪉㪊㪅㪈㪉㪍㪅㪊㪎㪈㪌㪈㪏㪅㪍㪌㪈㪅㪐㪇㪉㪇㪅㪋㪈㪊㪅㪍㪍㪉㪈㪅㪎㪊㪋㪅㪐㪏㪉㪉㪅㪏㪊㪍㪅㪇㪏㪉㪊㪅㪈㪌㪍㪅㪋㪇㪉㪇㪈㪏㪅㪎㪈㪈㪅㪐㪍㪉㪇㪅㪋㪊㪊㪅㪍㪏㪉㪈㪅㪏㪋㪌㪅㪇㪐㪉㪉㪅㪏㪍㪍㪅㪈㪈㪉㪊㪅㪈㪎㪍㪅㪋㪉㪉㪌㪈㪏㪅㪎㪈㪈㪅㪐㪍㪉㪇㪅㪋㪋㪊㪅㪍㪐㪉㪈㪅㪏㪎㪌㪅㪈㪉㪉㪉㪅㪏㪎㪍㪅㪈㪉㪉㪊㪅㪉㪉㪍㪅㪋㪎㪊㪇㪈㪏㪅㪎㪈㪈㪅㪐㪍㪉㪇㪅㪋㪌㪊㪅㪎㪇㪉㪈㪅㪏㪏㪌㪅㪈㪊㪉㪉㪅㪏㪏㪍㪅㪈㪊㪉㪊㪅㪊㪌㪍㪅㪍㪇㪊㪌㪈㪏㪅㪎㪈㪈㪅㪐㪍㪉㪇㪅㪋㪌㪊㪅㪎㪇㪉㪈㪅㪏㪏㪌㪅㪈㪊㪉㪉㪅㪏㪏㪍㪅㪈㪊㪉㪊㪅㪋㪋㪍㪅㪍㪐㪋㪇㪈㪏㪅㪎㪈㪈㪅㪐㪍㪉㪇㪅㪋㪌㪊㪅㪎㪇㪉㪈㪅㪏㪐㪌㪅㪈㪋㪉㪉㪅㪏㪏㪍㪅㪈㪊㪉㪊㪅㪌㪍㪍㪅㪏㪈㪋㪌㪈㪏㪅㪎㪈㪈㪅㪐㪍㪉㪇㪅㪋㪌㪊㪅㪎㪇㪉㪈㪅㪐㪇㪌㪅㪈㪌㪉㪉㪅㪏㪏㪍㪅㪈㪊㪉㪊㪅㪍㪎㪍㪅㪐㪉㪌㪇㪈㪏㪅㪎㪈㪈㪅㪐㪍㪉㪇㪅㪋㪌㪊㪅㪎㪇㪉㪈㪅㪐㪇㪌㪅㪈㪌㪉㪉㪅㪏㪏㪍㪅㪈㪊㪉㪊㪅㪎㪉㪍㪅㪐㪎㪌㪌㪈㪏㪅㪎㪈㪈㪅㪐㪍㪉㪇㪅㪋㪌㪊㪅㪎㪇㪉㪈㪅㪐㪇㪌㪅㪈㪌㪉㪉㪅㪏㪏㪍㪅㪈㪊㪉㪊㪅㪎㪏㪎㪅㪇㪊㪍㪇㪈㪏㪅㪎㪈㪈㪅㪐㪍㪉㪇㪅㪋㪌㪊㪅㪎㪇㪉㪈㪅㪐㪇㪌㪅㪈㪌㪉㪉㪅㪏㪏㪍㪅㪈㪊㪉㪊㪅㪏㪌㪎㪅㪈㪇㪎㪇㪈㪏㪅㪎㪈㪈㪅㪐㪍㪉㪇㪅㪋㪌㪊㪅㪎㪇㪉㪈㪅㪐㪇㪌㪅㪈㪌㪉㪉㪅㪏㪏㪍㪅㪈㪊㪉㪊㪅㪏㪌㪎㪅㪈㪇㪏㪇㪈㪏㪅㪎㪈㪈㪅㪐㪍㪉㪇㪅㪋㪌㪊㪅㪎㪇㪉㪈㪅㪐㪇㪌㪅㪈㪌㪉㪉㪅㪏㪏㪍㪅㪈㪊㪉㪊㪅㪏㪌㪎㪅㪈㪇㪐㪇㪈㪏㪅㪎㪈㪈㪅㪐㪍㪉㪇㪅㪋㪌㪊㪅㪎㪇㪉㪈㪅㪐㪇㪌㪅㪈㪌㪉㪉㪅㪏㪏㪍㪅㪈㪊㪉㪊㪅㪏㪌㪎㪅㪈㪇㪈㪇㪇㪈㪏㪅㪎㪈㪈㪅㪐㪍㪉㪇㪅㪋㪌㪊㪅㪎㪇㪉㪈㪅㪐㪇㪌㪅㪈㪌㪉㪉㪅㪏㪏㪍㪅㪈㪊㪉㪊㪅㪏㪌㪎㪅㪈㪇㪈㪈㪇㪈㪏㪅㪎㪈㪈㪅㪐㪍㪉㪇㪅㪋㪌㪊㪅㪎㪇㪉㪈㪅㪐㪇㪌㪅㪈㪌㪉㪉㪅㪏㪏㪍㪅㪈㪊㪉㪊㪅㪏㪌㪎㪅㪈㪇㪈㪉㪇㪈㪏㪅㪎㪈㪈㪅㪐㪍㪉㪇㪅㪋㪌㪊㪅㪎㪇㪉㪈㪅㪐㪇㪌㪅㪈㪌㪉㪉㪅㪏㪏㪍㪅㪈㪊㪉㪊㪅㪏㪌㪎㪅㪈㪇㪈㪏㪇㪉㪋㪇㪊㪇㪇㪊㪍㪇㪋㪉㪇㪋㪏㪇㪌㪋㪇㪍㪇㪇㪍㪍㪇㪎㪉㪇㪎㪏㪇㪏㪋㪇㪐㪇㪇㪐㪍㪇㪈㪇㪉㪇㪈㪇㪏㪇㪈㪈㪋㪇㪈㪉㪇㪇㪈㪉㪍㪇㪈㪊㪉㪇㪈㪊㪏㪇㪈㪋㪋㪇

㪤㪼㪸㫊㫌㫉㪼㫄㪼㫅㫋㩷㫆㪽㩷㪮㪸㫋㪼㫉㩷㪨㫌㪸㫃㫀㫋㫐㫋㫀㫄㪼㪐㪑㪋㪇㪄㪈㪈㪑㪋㪇㪈㪈㪑㪋㪇㪄㪈㪊㪑㪋㪇㪈㪊㪑㪋㪇㪄㪈㪌㪑㪋㪇㪈㪌㪑㪋㪇㪄㪈㪎㪑㪋㪇㪈㪎㪑㪋㪇㪄㪈㪐㪑㪋㪇㪜㪚㩿㱘㫊㪆㪺㫄㪀㪐㪇㪅㪊㫄㩷㪪㪆㪤㪐㪇㪅㪊㫄㩷㪪㪆㪤㪐㪇㪅㪊㫄㩷㪪㪆㪤㪐㪇㪅㪊㫄㩷㪪㪆㪤㪐㪇㪅㪊㫄㩷㪪㪆㪤㪧㪟㪎㪅㪊㪊㪎㪅㪊㪊㪎㪅㪊㪊㪎㪅㪊㪊㪎㪅㪊㪊㪫㪼㫄㫇㪊㪐㪅㪏㪊㪐㪅㪏㪊㪐㪅㪏㪊㪐㪅㪏㪊㪐㪅㪏

A10-6 㪪㪸㪹㪹㪸㫃㫆㫌㩷㪪㫋㪼㫇㩷㪛㫉㪸㫎㪻㫆㫎㫅㩷㪫㪼㫊㫋

Time(min) 㪇㪈㪇㪇㪉㪇㪇㪊㪇㪇㪋㪇㪇㪌㪇㪇㪍㪇㪇㪎㪇㪇㪇㪅㪇㪇㪅㪌㪈㪅㪇㪈㪅㪌㪉㪅㪇㪉㪅㪌㪊㪅㪇㪊㪅㪌 (m)

㪋㪅㪇㪋㪅㪌 Down 㪌㪅㪇

Drow 㪌㪅㪌㪍㪅㪇㪍㪅㪌㪎㪅㪇㪎㪅㪌㪏㪅㪇

SͲQCurve

㪧㫉㫆㫇㪼㫉㩷㪨㪔 Q(L/s) 㪍㪅㪌㩷㪣㪆㫊

㪇㪅㪇㪈

㪇㪅㪈㪈㪈㪇㪈㪇㪇㪇㪅㪈 (m) Down Draw

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㪈㪇

A10-7 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪪㫀㫋㪼㩷㪥㪸㫄㪼㪑㪪㪘㪙㪘㪣㪣㪦㪬㪛㪸㫋㪼㪑㪉㪄㪊㪥㪦㪭㪃㩷㪉㪇㪈㪇㩷㪪㫋㪸㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪑㪈㪍㪅㪎㪌㪤㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪉㪋㩷㪿㫆㫌㫉㫊㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪧㫌㫄㫇㫀㫅㪾㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪣㪸㫋㪼㩷㩿㪣㪆㫊㪀㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪇㪈㪍㪅㪎㪌㪇㪈㪋㪋㪇㪇㪉㪇㪅㪏㪏㪋㪅㪈㪊㪈㪈㪏㪅㪊㪍㪈㪅㪍㪈㪈㪋㪋㪈㪈㪈㪐㪅㪈㪈㪉㪅㪊㪍㪉㪈㪏㪅㪌㪐㪈㪅㪏㪋㪈㪋㪋㪉㪉㪈㪏㪅㪌㪌㪈㪅㪏㪊㪈㪏㪅㪍㪌㪈㪅㪐㪇㪈㪋㪋㪊㪊㪈㪏㪅㪈㪊㪈㪅㪊㪏㪋㪈㪏㪅㪎㪇㪈㪅㪐㪌㪈㪋㪋㪋㪋㪈㪎㪅㪐㪈㪅㪈㪌㪌㪈㪏㪅㪎㪊㪈㪅㪐㪏㪈㪋㪋㪌㪌㪈㪎㪅㪌㪋㪇㪅㪎㪐㪈㪇㪈㪏㪅㪏㪉㪅㪇㪌㪈㪋㪌㪇㪈㪇㪈㪎㪅㪉㪈㪇㪅㪋㪍㪈㪌㪈㪏㪅㪐㪎㪉㪅㪉㪉㪈㪋㪌㪌㪈㪌㪈㪎㪅㪇㪉㪇㪅㪉㪎㪉㪇㪈㪐㪅㪇㪎㪉㪅㪊㪉㪍㪅㪎㪈㪋㪍㪇㪉㪇㪈㪍㪅㪐㪏㪇㪅㪉㪊㪉㪌㪈㪐㪅㪈㪊㪉㪅㪊㪏㪈㪋㪍㪌㪉㪌㪈㪍㪅㪐㪉㪇㪅㪈㪎㪊㪇㪈㪐㪅㪈㪌㪉㪅㪋㪇㪍㪅㪌㪈㪋㪎㪇㪊㪇㪈㪍㪅㪏㪏㪇㪅㪈㪊㪋㪇㪈㪐㪅㪈㪏㪉㪅㪋㪊㪈㪋㪎㪌㪊㪌㪈㪍㪅㪏㪋㪇㪅㪇㪐㪌㪇㪈㪐㪅㪉㪉㪉㪅㪋㪎㪈㪋㪏㪇㪋㪇㪈㪍㪅㪏㪇㪅㪇㪌㪍㪇㪈㪐㪅㪉㪎㪉㪅㪌㪉㪈㪋㪏㪌㪋㪌㪈㪍㪅㪎㪏㪇㪅㪇㪊㪐㪇㪈㪐㪅㪊㪊㪉㪅㪌㪏㪈㪋㪐㪇㪌㪇㪈㪍㪅㪎㪍㪇㪅㪇㪈㪈㪉㪇㪈㪐㪅㪊㪐㪉㪅㪍㪋㪍㪅㪌㪈㪋㪐㪌㪌㪌㪈㪍㪅㪎㪌㪇㪈㪌㪇㪈㪐㪅㪍㪍㪉㪅㪐㪈㪈㪏㪇㪈㪐㪅㪎㪋㪉㪅㪐㪐㪉㪈㪇㪈㪐㪅㪏㪊㪅㪇㪌㪉㪋㪇㪈㪐㪅㪏㪍㪊㪅㪈㪈㪍㪅㪌㪊㪇㪇㪈㪐㪅㪏㪐㪊㪅㪈㪋㪊㪍㪇㪈㪐㪅㪐㪈㪊㪅㪈㪍㪋㪏㪇㪈㪐㪅㪐㪊㪊㪅㪈㪏㪍㪅㪌㪍㪇㪇㪈㪐㪅㪐㪋㪊㪅㪈㪐㪎㪉㪇㪈㪐㪅㪐㪎㪊㪅㪉㪉㪏㪋㪇㪈㪐㪅㪐㪐㪊㪅㪉㪋㪐㪍㪇㪉㪇㪅㪉㪊㪅㪋㪌㪈㪇㪏㪇㪉㪇㪅㪊㪍㪊㪅㪍㪈㪈㪉㪇㪇㪉㪇㪅㪋㪋㪊㪅㪍㪐㪍㪅㪌㪈㪊㪉㪇㪉㪇㪅㪌㪍㪊㪅㪏㪈㪈㪋㪋㪇㪉㪇㪅㪏㪏㪋㪅㪈㪊㪍㪅㪌

㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀㪇㪉㪇㪇㪋㪇㪇㪍㪇㪇㪏㪇㪇㪈㪇㪇㪇㪈㪉㪇㪇㪈㪋㪇㪇㪇㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪉㪋㩷㪿㫆㫌㫉㫊㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪉㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪋

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A10-8 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㪪㫀㫋㪼㩷㪥㪸㫄㪼㪪㪘㪙㪘㪣㪣㪦㪬

㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪉㪋㩷㪿㫆㫌㫉㫊㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪧㫌㫄㫇㫀㫅㪾㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪸㫋㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㪣㪆㫊㪀㪇㪈㪍㪅㪎㪌㪇㪈㪈㪏㪅㪊㪍㪈㪅㪍㪈㪉㪈㪏㪅㪌㪐㪈㪅㪏㪋㪊㪈㪏㪅㪍㪌㪈㪅㪐㪇㪋㪈㪏㪅㪎㪇㪈㪅㪐㪌㪌㪈㪏㪅㪎㪊㪈㪅㪐㪏㪈㪇㪈㪏㪅㪏㪉㪅㪇㪌㪈㪌㪈㪏㪅㪐㪎㪉㪅㪉㪉㪉㪇㪈㪐㪅㪇㪎㪉㪅㪊㪉㪌㪅㪈㪉㪌㪈㪐㪅㪈㪊㪉㪅㪊㪏㪊㪇㪈㪐㪅㪈㪌㪉㪅㪋㪇㪋㪇㪈㪐㪅㪈㪏㪉㪅㪋㪊㪌㪇㪈㪐㪅㪉㪉㪉㪅㪋㪎㪍㪇㪈㪐㪅㪉㪎㪉㪅㪌㪉㪐㪇㪈㪐㪅㪊㪊㪉㪅㪌㪏㪈㪉㪇㪈㪐㪅㪊㪐㪉㪅㪍㪋㪈㪌㪇㪈㪐㪅㪍㪍㪉㪅㪐㪈㪌㪅㪈㪈㪏㪇㪈㪐㪅㪎㪋㪉㪅㪐㪐㪉㪈㪇㪈㪐㪅㪏㪊㪅㪇㪌㪉㪋㪇㪈㪐㪅㪏㪍㪊㪅㪈㪈㪊㪇㪇㪈㪐㪅㪏㪐㪊㪅㪈㪋㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪊㪍㪇㪈㪐㪅㪐㪈㪊㪅㪈㪍㩿㪡㪸㪺㫆㪹㩷㪤㪼㫋㪿㫆㪻㪀㪋㪏㪇㪈㪐㪅㪐㪊㪊㪅㪈㪏㪌㪅㪈㪍㪇㪇㪈㪐㪅㪐㪋㪊㪅㪈㪐㪨㪔㪋㪋㪇㪅㪍㫄㪊㪆㪻㪎㪉㪇㪈㪐㪅㪐㪎㪊㪅㪉㪉㪏㪋㪇㪈㪐㪅㪐㪐㪊㪅㪉㪋㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪐㪍㪇㪉㪇㪅㪉㪊㪅㪋㪌㪪㪈㪈㪇㪉㪈㪇㪏㪇㪉㪇㪅㪊㪍㪊㪅㪍㪈㪌㪅㪈㪪㪉㪈㪇㪇㪉㪅㪎㪈㪉㪇㪇㪉㪇㪅㪋㪋㪊㪅㪍㪐㪈㪇㪇㪇㪊㪅㪋㪈㪊㪉㪇㪉㪇㪅㪌㪍㪊㪅㪏㪈㪫㪔㪈㪈㪌㪅㪉㫄㪊㪆㪻㪆㫄㪈㪋㪋㪇㪉㪇㪅㪏㪏㪋㪅㪈㪊㪌㪅㪈

㪉㪋㩷㪿㫆㫌㫉㫊㩷㪚㪦㪥㪫㪠㪥㪬㪦㪪㩷㪧㪬㪤㪧㪠㪥㪞㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞

㪇㪈㪉㪊㪋㪌㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀

A10-9 㪩㪜㪚㪦㪭㪜㪩㪰㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㩿㪩㪼㪺㫆㫍㪼㫉㫐㪀

㪪㫀㫋㪼㩷㪥㪸㫄㪼㪪㪘㪙㪘㪣㪣㪦㪬

㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㫋㪆㫋㩾㪫㫀㫄㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㫄㫀㫅㪀㪈㪋㪋㪇㪇㪉㪇㪅㪏㪏㪋㪅㪈㪊㪈㪋㪋㪈㪈㪈㪐㪅㪈㪈㪉㪅㪊㪍㪈㪋㪋㪇㪈㪋㪋㪉㪉㪈㪏㪅㪌㪌㪈㪅㪏㪎㪉㪇㪈㪋㪋㪊㪊㪈㪏㪅㪈㪊㪈㪅㪊㪏㪋㪏㪇㪈㪋㪋㪋㪋㪈㪎㪅㪐㪈㪅㪈㪌㪊㪍㪇㪈㪋㪋㪌㪌㪈㪎㪅㪌㪋㪇㪅㪎㪐㪉㪏㪏㪈㪋㪌㪇㪈㪇㪈㪎㪅㪉㪈㪇㪅㪋㪍㪈㪋㪋㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪈㪋㪌㪌㪈㪌㪈㪎㪅㪇㪉㪇㪅㪉㪎㪐㪍㩿㪫㪿㪼㫀㫊㩷㪤㪼㫋㪿㫆㪻㪀㪈㪋㪍㪇㪉㪇㪈㪍㪅㪐㪏㪇㪅㪉㪊㪎㪉㪈㪋㪍㪌㪉㪌㪈㪍㪅㪐㪉㪇㪅㪈㪎㪌㪏㪨㪔㪋㪋㪇㪅㪍㪋㫄㪊㪆㪻㪈㪋㪎㪇㪊㪇㪈㪍㪅㪏㪏㪇㪅㪈㪊㪋㪏㪈㪋㪎㪌㪊㪌㪈㪍㪅㪏㪋㪇㪅㪇㪐㪋㪈㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪈㪋㪏㪇㪋㪇㪈㪍㪅㪏㪇㪅㪇㪌㪊㪍㪪㪈㪈㪇㪄㪇㪅㪉㪌㪈㪋㪏㪌㪋㪌㪈㪍㪅㪎㪏㪇㪅㪇㪊㪊㪉㪪㪉㪈㪇㪇㪇㪅㪊㪈㪋㪐㪇㪌㪇㪈㪍㪅㪎㪍㪇㪅㪇㪈㪉㪐㪈㪇㪇㪇㪇㪅㪏㪌㪈㪋㪐㪌㪌㪌㪈㪍㪅㪎㪌㪇㪉㪍㪫㪔㪈㪋㪍㪅㪍㫄㪊㪆㪻㪆㫄

㪩㪼㪺㫆㫍㪼㫉㫐㩷㫋㪼㫊㫋㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞

㪇㪇㪅㪈㪇㪅㪉㪇㪅㪊㪇㪅㪋㪇㪅㪌㪇㪅㪍㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪇㪅㪎㪇㪅㪏㪇㪅㪐㪈㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㫋㪆㫋㩾

A10-10 SUMARRAY OF WELL CONDITION

LOCATION: ZANIMALLE DATE: 29-30,SEP 2010

LITHOLOGY WATER LEVEL SUMMARY OF WATER PUMP TEST GEO MARK 0 ^ ^ ^ basalt lava ^ ^ 5 STEP TEST ^ ^ ^ 0-5 PROPER Q=1.8 L/S ^ ^ weathered and DRAW DOWN=2.3 M ^ ^ ^ cracked into ^ ^ sub gravel ^ ^ ^ ^ ^ 25-May ^ ^ ^ 24 HOURS CONTINUOUS UP LIFT ^ ^ weathered fractured ^ ^ ^ with clay seam S.W.L= 37.6 UPLIFT Q= 1.8L/S ^ ^ aquifer 40m TOTAL Q= 155.5 M3 / 24 HOU 50 ^ ^ ^ DRAW DOWN=16.52 M ^ ^ 40-75m DWWL 54.12 TRANSIMISIVITY=4.1M2/DAY ^ ^ ^ cracked fractured ^ ^ into high premeablity ^ ^ ^ ^ ^ RECOVERY TEST ^ ^ ^ ^ ^ REMAINING W L= 16.52 M ^ ^ ^ FULL RECOVERY TIME= 120 MIN ^ ^ TRANSIMISIVITY=4.9M2/DAY ^ ^ ^ 75-150m ^ ^ hard and rather light ^ ^ ^ ^ ^ relatively low WATER QUALITY 100 ^ ^ ^ premeability ^ ^ EC= 0.135 S/M ^ ^ ^ PH= 7.25 ^ ^ TEMPERATURE= 35.1CO ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 150 ^ ^ ^

A10-11 A10-12 㪪㫋㪼㫇㩷㪻㫉㪸㫎㩷㪻㫆㫎㫅㩷㫋㪼㫊㫋㩷㫉㪼㪺㫆㫉㪻

㪧㫌㫄㫇㫀㫅㪾㩷㪩㪸㫋㪼㪈㫊㫋㩷㫊㫋㪼㫇㪉㫅㪻㩷㫊㫋㪼㫇㪊㫉㪻㩷㫊㫋㪼㫇㪋㫋㪿㩷㫊㫋㪼㫇㪌㫋㪿㩷㫊㫋㪼㫇㽲㪪㫋㪸㫊㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪊㪎㪅㪌㪨㪩㪼㪺㫆㫉㪻㩷㪢㪼㪼㫇㪼㫉㪈㪈㪅㪉㪈㪅㪍㪉㪉㪅㪊㩿㪣㪆㫊㪀㪛㫌㫉㪸㫋㫀㫆㫅㩿㫄㫀㫅㪀㽴䋽㽳䋭㽲㪪㩷㪔㩷㪛㪮㪇㪅㪌㪏㪇㪅㪎㪊㪈㪅㪍㪉㪉㪅㪏㪍㪋㪅㪊㪉㩿㫄㪀

㪈㫊㫋㩷㫊㫋㪼㫇㪉㫅㪻㩷㫊㫋㪼㫇㪊㫉㪻㩷㫊㫋㪼㫇㪋㫋㪿㩷㫊㫋㪼㫇㪌㫋㪿㩷㫊㫋㪼㫇㪫㫀㫄㪼㽳㪮㪸㫋㪼㫉㽴㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㪇㪊㪎㪅㪌㪇㪇㪅㪇㪇㪊㪏㪅㪇㪏㪇㪅㪌㪏㪊㪏㪅㪉㪊㪇㪅㪎㪊㪊㪐㪅㪈㪉㪈㪅㪍㪉㪋㪇㪅㪊㪍㪉㪅㪏㪍㪌㪊㪎㪅㪍㪇㪇㪅㪈㪇㪊㪏㪅㪈㪐㪇㪅㪍㪐㪊㪏㪅㪐㪏㪈㪅㪋㪏㪋㪇㪅㪉㪌㪉㪅㪎㪌㪋㪈㪅㪎㪇㪋㪅㪉㪇㪈㪇㪊㪎㪅㪍㪇㪇㪅㪈㪇㪊㪏㪅㪉㪇㪇㪅㪎㪇㪊㪐㪅㪈㪇㪈㪅㪍㪇㪋㪇㪅㪊㪊㪉㪅㪏㪊㪋㪈㪅㪏㪇㪋㪅㪊㪇㪈㪌㪊㪎㪅㪐㪎㪇㪅㪋㪎㪊㪏㪅㪉㪈㪇㪅㪎㪈㪊㪐㪅㪈㪇㪈㪅㪍㪇㪋㪇㪅㪊㪋㪉㪅㪏㪋㪋㪈㪅㪏㪇㪋㪅㪊㪇㪉㪇㪊㪏㪅㪇㪋㪇㪅㪌㪋㪊㪏㪅㪉㪈㪇㪅㪎㪈㪊㪐㪅㪈㪇㪈㪅㪍㪇㪋㪇㪅㪊㪌㪉㪅㪏㪌㪋㪈㪅㪏㪇㪋㪅㪊㪇㪉㪌㪊㪏㪅㪇㪋㪇㪅㪌㪋㪊㪏㪅㪉㪈㪇㪅㪎㪈㪊㪐㪅㪈㪇㪈㪅㪍㪇㪋㪇㪅㪊㪌㪉㪅㪏㪌㪋㪈㪅㪏㪈㪋㪅㪊㪈㪊㪇㪊㪏㪅㪇㪋㪇㪅㪌㪋㪊㪏㪅㪉㪈㪇㪅㪎㪈㪊㪐㪅㪈㪇㪈㪅㪍㪇㪋㪇㪅㪊㪌㪉㪅㪏㪌㪋㪈㪅㪏㪈㪋㪅㪊㪈㪊㪌㪊㪏㪅㪇㪋㪇㪅㪌㪋㪊㪏㪅㪉㪈㪇㪅㪎㪈㪊㪐㪅㪈㪇㪈㪅㪍㪇㪋㪇㪅㪊㪌㪉㪅㪏㪌㪋㪈㪅㪏㪈㪋㪅㪊㪈㪋㪇㪊㪏㪅㪇㪋㪇㪅㪌㪋㪊㪏㪅㪉㪈㪇㪅㪎㪈㪊㪐㪅㪈㪇㪈㪅㪍㪇㪋㪇㪅㪊㪌㪉㪅㪏㪌㪋㪈㪅㪏㪈㪋㪅㪊㪈㪋㪌㪊㪏㪅㪇㪋㪇㪅㪌㪋㪊㪏㪅㪉㪈㪇㪅㪎㪈㪊㪐㪅㪈㪇㪈㪅㪍㪇㪋㪇㪅㪊㪌㪉㪅㪏㪌㪋㪈㪅㪏㪈㪋㪅㪊㪈㪌㪇㪊㪏㪅㪇㪋㪇㪅㪌㪋㪊㪏㪅㪉㪈㪇㪅㪎㪈㪊㪐㪅㪈㪈㪈㪅㪍㪈㪋㪇㪅㪊㪍㪉㪅㪏㪍㪋㪈㪅㪏㪈㪋㪅㪊㪈㪌㪌㪊㪏㪅㪇㪋㪇㪅㪌㪋㪊㪏㪅㪉㪈㪇㪅㪎㪈㪊㪐㪅㪈㪈㪈㪅㪍㪈㪋㪇㪅㪊㪍㪉㪅㪏㪍㪋㪈㪅㪏㪈㪋㪅㪊㪈㪍㪇㪊㪏㪅㪇㪋㪇㪅㪌㪋㪊㪏㪅㪉㪉㪇㪅㪎㪉㪊㪐㪅㪈㪈㪈㪅㪍㪈㪋㪇㪅㪊㪍㪉㪅㪏㪍㪋㪈㪅㪏㪈㪋㪅㪊㪈㪎㪇㪊㪏㪅㪇㪏㪇㪅㪌㪏㪊㪏㪅㪉㪉㪇㪅㪎㪉㪊㪐㪅㪈㪈㪈㪅㪍㪈㪋㪇㪅㪊㪍㪉㪅㪏㪍㪋㪈㪅㪏㪉㪋㪅㪊㪉㪏㪇㪊㪏㪅㪇㪏㪇㪅㪌㪏㪊㪏㪅㪉㪉㪇㪅㪎㪉㪊㪐㪅㪈㪈㪈㪅㪍㪈㪋㪇㪅㪊㪍㪉㪅㪏㪍㪋㪈㪅㪏㪉㪋㪅㪊㪉㪐㪇㪊㪏㪅㪇㪏㪇㪅㪌㪏㪊㪏㪅㪉㪉㪇㪅㪎㪉㪊㪐㪅㪈㪈㪈㪅㪍㪈㪋㪇㪅㪊㪍㪉㪅㪏㪍㪋㪈㪅㪏㪉㪋㪅㪊㪉㪈㪇㪇㪊㪏㪅㪇㪏㪇㪅㪌㪏㪊㪏㪅㪉㪉㪇㪅㪎㪉㪊㪐㪅㪈㪉㪈㪅㪍㪉㪋㪇㪅㪊㪍㪉㪅㪏㪍㪋㪈㪅㪏㪉㪋㪅㪊㪉㪈㪈㪇㪊㪏㪅㪇㪏㪇㪅㪌㪏㪊㪏㪅㪉㪊㪇㪅㪎㪊㪊㪐㪅㪈㪉㪈㪅㪍㪉㪋㪇㪅㪊㪍㪉㪅㪏㪍㪋㪈㪅㪏㪉㪋㪅㪊㪉㪈㪉㪇㪊㪏㪅㪇㪏㪇㪅㪌㪏㪊㪏㪅㪉㪊㪇㪅㪎㪊㪊㪐㪅㪈㪉㪈㪅㪍㪉㪋㪇㪅㪊㪍㪉㪅㪏㪍㪋㪈㪅㪏㪉㪋㪅㪊㪉㪈㪏㪇㪉㪋㪇㪊㪇㪇㪊㪍㪇㪋㪉㪇㪋㪏㪇㪌㪋㪇㪍㪇㪇㪍㪍㪇㪎㪉㪇㪎㪏㪇㪏㪋㪇㪐㪇㪇㪐㪍㪇㪈㪇㪉㪇㪈㪇㪏㪇㪈㪈㪋㪇㪈㪉㪇㪇㪈㪉㪍㪇㪈㪊㪉㪇㪈㪊㪏㪇㪈㪋㪋㪇

㪤㪼㪸㫊㫌㫉㪼㫄㪼㫅㫋㩷㫆㪽㩷㪮㪸㫋㪼㫉㩷㪨㫌㪸㫃㫀㫋㫐㫋㫀㫄㪼㪇㪐㪑㪊㪇㪄㪈㪈㪑㪊㪇㪈㪈㪑㪊㪇㪄㪈㪊㪑㪊㪇㪈㪊㪒㪊㪇㪄㪈㪌㪑㪊㪇㪈㪌㪑㪊㪇㪄㪈㪎㪑㪊㪇㪈㪐㪑㪊㪇㪄㪉㪈㪑㪊㪇㪜㪚㩿㱘㫊㪆㪺㫄㪀㪇㪅㪈㪊㪌㩷㫊㪆㫄㪇㪅㪈㪊㪌㩷㫊㪆㫄㪇㪅㪈㪊㪌㩷㫊㪆㫄㪇㪅㪈㪊㪌㩷㫊㪆㫄㪇㪅㪈㪊㪌㩷㫊㪆㫄㪧㪟㪎㪅㪉㪌㪎㪅㪉㪌㪎㪅㪉㪌㪎㪅㪉㪌㪎㪅㪉㪌㪫㪼㫄㫇㪊㪌㪅㪈㩷㪚㪊㪌㪅㪈㩷㪚㪊㪌㪅㪈㩷㪚㪊㪌㪅㪈㩷㪚㪊㪌㪅㪈㩷㪚

A10-13 㪱㫀㫅㪸㩷㪤㪸㫃㪼㩷㪪㫋㪼㫇㩷㪛㫉㪸㫎㪻㫆㫎㫅㩷㪫㪼㫊㫋

Time(min)

㪇㪈㪇㪇㪉㪇㪇㪊㪇㪇㪋㪇㪇㪌㪇㪇㪍㪇㪇㪎㪇㪇㪇㪅㪇

㪇㪅㪌

㪈㪅㪇

㪈㪅㪌

㪉㪅㪇 (m)

㪉㪅㪌 Down

Drow 㪊㪅㪇

㪊㪅㪌

㪋㪅㪇

㪋㪅㪌

㪌㪅㪇

SͲQCurve 㪧㪩㪦㪧㪜㪩㩷㪨㪔 Q(L/s) 㪈㪅㪏㩷㪣㪆㪪㪇㪅㪈㪈㪈㪇㪇㪅㪈 (m)

㪈 Down Draw

㪈㪇

A10-14 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪪㫀㫋㪼㩷㪥㪸㫄㪼㪑㪱㪘㪥㪜㪤㪘㪣㪣㪜㩷㩿㪉㪀㪛㪸㫋㪼㪑㪉㪐㪄㪊㪇㪃㪪㪜㪧㩷㪉㪇㪈㪇㩷㪪㫋㪸㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪑㪊㪎㪅㪍㪤

㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪉㪋㩷㪿㫆㫌㫉㫊㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪧㫌㫄㫇㫀㫅㪾㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪣㪸㫋㪼㩷㩿㪣㪆㫊㪀㪜㫃㪸㫇㫊㪼㪻㩷㪫㫀㫄㪼㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪇㪊㪎㪅㪍㪇㪈㪋㪋㪇㪇㪌㪋㪅㪈㪉㪈㪍㪅㪌㪉㪈㪊㪎㪅㪐㪈㪇㪅㪊㪈㪈㪋㪋㪈㪈㪌㪊㪅㪌㪉㪈㪌㪅㪐㪉㪉㪊㪏㪅㪏㪍㪈㪅㪉㪍㪈㪋㪋㪉㪉㪌㪇㪅㪈㪈㪉㪅㪌㪊㪋㪇㪅㪈㪈㪉㪅㪌㪈㪈㪋㪋㪊㪊㪋㪐㪅㪋㪌㪈㪈㪅㪏㪌㪋㪋㪇㪅㪎㪌㪊㪅㪈㪌㪈㪋㪋㪋㪋㪋㪍㪅㪈㪉㪏㪅㪌㪉㪌㪋㪈㪅㪊㪊㪊㪅㪎㪊㪈㪋㪋㪌㪌㪋㪋㪅㪉㪊㪍㪅㪍㪊㪈㪇㪋㪋㪅㪎㪌㪎㪅㪈㪌㪈㪋㪌㪇㪈㪇㪋㪇㪅㪈㪈㪉㪅㪌㪈㪈㪌㪋㪎㪅㪈㪉㪐㪅㪌㪉㪈㪋㪌㪌㪈㪌㪊㪐㪅㪊㪋㪈㪅㪎㪋㪉㪇㪌㪇㪅㪈㪉㪈㪉㪅㪌㪉㪈㪅㪏㪈㪋㪍㪇㪉㪇㪊㪐㪅㪇㪐㪈㪅㪋㪐㪉㪌㪌㪇㪅㪍㪏㪈㪊㪅㪇㪏㪈㪋㪍㪌㪉㪌㪊㪏㪅㪐㪈㪅㪊㪊㪇㪌㪇㪅㪎㪏㪈㪊㪅㪈㪏㪈㪅㪏㪈㪋㪎㪇㪊㪇㪊㪏㪅㪏㪎㪈㪅㪉㪎㪋㪇㪌㪈㪅㪇㪏㪈㪊㪅㪋㪏㪈㪋㪎㪌㪊㪌㪊㪏㪅㪎㪍㪈㪅㪈㪍㪌㪇㪌㪈㪅㪊㪉㪈㪊㪅㪎㪉㪈㪋㪏㪇㪋㪇㪊㪏㪅㪍㪎㪈㪅㪇㪎㪍㪇㪌㪈㪅㪊㪏㪈㪊㪅㪎㪏㪈㪅㪏㪈㪋㪏㪌㪋㪌㪊㪏㪅㪌㪉㪇㪅㪐㪉㪐㪇㪌㪈㪅㪌㪎㪈㪊㪅㪐㪎㪈㪋㪐㪇㪌㪇㪊㪏㪅㪋㪋㪇㪅㪏㪋㪈㪉㪇㪌㪈㪅㪐㪉㪈㪋㪅㪊㪉㪈㪋㪐㪌㪌㪌㪊㪏㪅㪋㪇㪅㪏㪈㪌㪇㪌㪉㪅㪇㪐㪈㪋㪅㪋㪐㪈㪌㪇㪇㪍㪇㪊㪏㪅㪊㪇㪅㪎㪈㪏㪇㪌㪉㪅㪉㪏㪈㪋㪅㪍㪏㪈㪌㪈㪇㪎㪇㪊㪏㪅㪈㪏㪇㪅㪌㪏㪉㪈㪇㪌㪉㪅㪋㪍㪈㪋㪅㪏㪍㪈㪌㪉㪇㪏㪇㪊㪏㪅㪇㪌㪇㪅㪋㪌㪉㪋㪇㪌㪉㪅㪍㪋㪈㪌㪅㪇㪋㪈㪅㪏㪈㪌㪊㪇㪐㪇㪊㪎㪅㪏㪉㪇㪅㪉㪉㪊㪇㪇㪌㪉㪅㪏㪍㪈㪌㪅㪉㪍㪈㪌㪋㪇㪈㪇㪇㪊㪎㪅㪎㪉㪇㪅㪈㪉㪊㪍㪇㪌㪊㪅㪊㪊㪈㪌㪅㪎㪊㪈㪌㪌㪇㪈㪈㪇㪊㪎㪅㪍㪇㪋㪏㪇㪌㪊㪅㪌㪉㪈㪌㪅㪐㪉㪈㪌㪍㪇㪈㪉㪇㪊㪎㪅㪍㪇㪍㪇㪇㪌㪊㪅㪍㪋㪈㪍㪅㪇㪋㪈㪅㪏㪎㪉㪇㪌㪊㪅㪎㪏㪈㪍㪅㪈㪏㪏㪋㪇㪌㪊㪅㪏㪊㪈㪍㪅㪉㪊㪐㪍㪇㪌㪊㪅㪐㪈㪈㪍㪅㪊㪈㪈㪇㪏㪇㪌㪊㪅㪐㪋㪈㪍㪅㪊㪋㪈㪅㪏㪈㪉㪇㪇㪌㪊㪅㪐㪎㪈㪍㪅㪊㪎㪈㪊㪉㪇㪌㪋㪅㪇㪈㪈㪍㪅㪋㪈㪈㪋㪋㪇㪌㪋㪅㪈㪉㪈㪍㪅㪌㪉㪈㪅㪏

㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀㪇㪉㪇㪇㪋㪇㪇㪍㪇㪇㪏㪇㪇㪈㪇㪇㪇㪈㪉㪇㪇㪈㪋㪇㪇㪈㪍㪇㪇㪈㪏㪇㪇㪇㪉㪋㪍㪏㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㪈㪇㪫㪼㫊㫋㩷㪉㪋㩷㪿㫆㫌㫉㫊㪈㪉

㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪈㪋㪈㪍

A10-15 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪪㫀㫋㪼㩷㪥㪸㫄㪼㪱㪘㪥㪜㪤㪘㪣㪣㪜㩷㩿㪉㪀㪛㪸㫋㪼㪑㪉㪐㪄㪊㪇㪃㪪㪜㪧㩷㪉㪇㪈㪇㩷㪪㫋㪸㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪑㪊㪎㪅㪍㪤

㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪉㪋㩷㪿㫆㫌㫉㫊㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪧㫌㫄㫇㫀㫅㪾㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪸㫋㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㪣㪆㫊㪀㪇㪊㪎㪅㪍㪇㪈㪊㪎㪅㪐㪈㪇㪅㪊㪈㪉㪊㪏㪅㪏㪍㪈㪅㪉㪍㪊㪋㪇㪅㪈㪈㪉㪅㪌㪈㪋㪋㪇㪅㪎㪌㪊㪅㪈㪌㪌㪋㪈㪅㪊㪊㪊㪅㪎㪊㪈㪇㪋㪋㪅㪎㪌㪎㪅㪈㪌㪈㪌㪋㪎㪅㪈㪉㪐㪅㪌㪉㪉㪇㪌㪇㪅㪈㪉㪈㪉㪅㪌㪉㪈㪅㪏㪉㪌㪌㪇㪅㪍㪏㪈㪊㪅㪇㪏㪊㪇㪌㪇㪅㪎㪏㪈㪊㪅㪈㪏㪈㪅㪏㪋㪇㪌㪈㪅㪇㪏㪈㪊㪅㪋㪏㪌㪇㪌㪈㪅㪊㪉㪈㪊㪅㪎㪉㪍㪇㪌㪈㪅㪊㪏㪈㪊㪅㪎㪏㪈㪅㪏㪐㪇㪌㪈㪅㪌㪎㪈㪊㪅㪐㪎㪈㪉㪇㪌㪈㪅㪐㪉㪈㪋㪅㪊㪉㪈㪌㪇㪌㪉㪅㪇㪐㪈㪋㪅㪋㪐㪈㪏㪇㪌㪉㪅㪉㪏㪈㪋㪅㪍㪏㪉㪈㪇㪌㪉㪅㪋㪍㪈㪋㪅㪏㪍㪉㪋㪇㪌㪉㪅㪍㪋㪈㪌㪅㪇㪋㪈㪅㪏㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪊㪇㪇㪌㪉㪅㪏㪍㪈㪌㪅㪉㪍㩿㪡㪸㪺㫆㪹㩷㪤㪼㫋㪿㫆㪻㪀㪊㪍㪇㪌㪊㪅㪊㪊㪈㪌㪅㪎㪊㪋㪏㪇㪌㪊㪅㪌㪉㪈㪌㪅㪐㪉㪨㪔㪈㪌㪌㪅㪌㫄㪊㪆㪻㪍㪇㪇㪌㪊㪅㪍㪋㪈㪍㪅㪇㪋㪈㪅㪏㪎㪉㪇㪌㪊㪅㪎㪏㪈㪍㪅㪈㪏㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪏㪋㪇㪌㪊㪅㪏㪊㪈㪍㪅㪉㪊㪪㪈㪈㪇㪐㪍㪇㪌㪊㪅㪐㪈㪈㪍㪅㪊㪈㪪㪉㪈㪇㪎㪈㪇㪏㪇㪌㪊㪅㪐㪋㪈㪍㪅㪊㪋㪈㪅㪏㪈㪇㪇㪈㪋㪈㪉㪇㪇㪌㪊㪅㪐㪎㪈㪍㪅㪊㪎㪫㪔㪋㪅㪈㫄㪊㪆㪻㪆㫄㪈㪊㪉㪇㪌㪋㪅㪇㪈㪈㪍㪅㪋㪈㪈㪋㪋㪇㪌㪋㪅㪈㪉㪈㪍㪅㪌㪉㪈㪅㪏

㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㪇㪉㪋㪍㪏㪈㪇㪈㪉㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪈㪋㪈㪍

A10-16 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㩿㪩㪜㪚㪦㪭㪜㪩㪰㪀㪪㫀㫋㪼㩷㪥㪸㫄㪼㪱㪘㪥㪜㪤㪘㪣㪣㪜㩷㩿㪉㪀㪛㪸㫋㪼㪑㪉㪐㪄㪊㪇㪃㪪㪜㪧㩷㪉㪇㪈㪇㩷㪪㫋㪸㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪑㪊㪎㪅㪍㪤

㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㫋㪆㫋㩾㪫㫀㫄㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㫄㫀㫅㪀㪈㪋㪋㪇㪇㪌㪋㪅㪈㪉㪈㪍㪅㪌㪉㪈㪋㪋㪈㪈㪌㪊㪅㪌㪉㪈㪌㪅㪐㪉㪈㪋㪋㪇㪈㪋㪋㪉㪉㪌㪇㪅㪈㪈㪉㪅㪌㪎㪉㪇㪈㪋㪋㪊㪊㪋㪐㪅㪋㪌㪈㪈㪅㪏㪌㪋㪏㪇㪈㪋㪋㪋㪋㪋㪍㪅㪈㪉㪏㪅㪌㪉㪊㪍㪇㪈㪋㪋㪌㪌㪋㪋㪅㪉㪊㪍㪅㪍㪊㪉㪏㪏㪈㪋㪌㪇㪈㪇㪋㪇㪅㪈㪈㪉㪅㪌㪈㪈㪋㪋㪈㪋㪌㪌㪈㪌㪊㪐㪅㪊㪋㪈㪅㪎㪋㪐㪍㪈㪋㪍㪇㪉㪇㪊㪐㪅㪇㪐㪈㪅㪋㪐㪎㪉㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪈㪋㪍㪌㪉㪌㪊㪏㪅㪐㪈㪅㪊㪌㪏㩿㪫㪿㪼㫀㫊㩷㪤㪼㫋㪿㫆㪻㪀㪈㪋㪎㪇㪊㪇㪊㪏㪅㪏㪎㪈㪅㪉㪎㪋㪏㪈㪋㪎㪌㪊㪌㪊㪏㪅㪎㪍㪈㪅㪈㪍㪋㪈㪨㪔㪋㪇㪈㪅㪎㪍㫄㪊㪆㪻㪈㪋㪏㪇㪋㪇㪊㪏㪅㪍㪎㪈㪅㪇㪎㪊㪍㪈㪋㪏㪌㪋㪌㪊㪏㪅㪌㪉㪇㪅㪐㪉㪊㪉㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪈㪋㪐㪇㪌㪇㪊㪏㪅㪋㪋㪇㪅㪏㪋㪉㪐㪪㪈㪈㪇㪇㪇㪈㪋㪐㪌㪌㪌㪊㪏㪅㪋㪇㪅㪏㪉㪍㪪㪉㪈㪇㪇㪇㪈㪌㪈㪌㪇㪇㪍㪇㪊㪏㪅㪊㪇㪅㪎㪉㪋㪈㪇㪇㪇㪇㪊㪇㪈㪌㪈㪇㪎㪇㪊㪏㪅㪈㪏㪇㪅㪌㪏㪉㪈㪫㪔㪋㪅㪐㫄㪊㪆㪻㪆㫄㪈㪌㪉㪇㪏㪇㪊㪏㪅㪇㪌㪇㪅㪋㪌㪈㪏㪈㪌㪊㪇㪐㪇㪊㪎㪅㪏㪉㪇㪅㪉㪉㪈㪍㪈㪌㪋㪇㪈㪇㪇㪊㪎㪅㪎㪉㪇㪅㪈㪉㪈㪋㪈㪌㪌㪇㪈㪈㪇㪊㪎㪅㪍㪇㪈㪊㪈㪌㪍㪇㪈㪉㪇㪊㪎㪅㪍㪇㪈㪉

㪇㪉㪋㪍㪏㪈㪇㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪈㪉㪈㪋

㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㫋㪆㫋㩾

A10-17 SUMARRAY OF WELL CONDITION

LOCATION: DGOURI 2 DATE:

LITHOLOGY WATER LEVEL SUMMARY OF WATER PUMP TEST GEO MARK 0 0--11 Sand Gravel 5 STEP TEST S.W.L= 11.90 NOT DONE 11--150 Basalt Lava Cracked and fractured DWWL= 21.1 into angular fragments

Weathered with clay seam 24 HOURS CONTINUOUS UP LIFT in some places UPLIFT Q= 4.4 L/S High permeability TOTAL Q= 380.6 M3 / 24 HOURS 50 45m Aquifer DRAW DOWN=9.2M TRANSIMMISIVITY=14.5M2/DAY 60m aquifer

RECOVERY TEST

REMAINING W L= 24.05 M RECOVERY TIME= 110 MIN TRANSIMMISIVITY=12.6M2/DAY

95m Aquifer WATER QUALITY 100 100mbelow Fresh rock EC= 552 uS/cm Crack developed PH= 7.3 TEMPERATURE= 39.8 CO

150

A10-18 A10-19 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪪㫀㫋㪼㩷㪥㪸㫄㪼㪑㪛㪘㪞㪠㪩㪦㪬㪛㪸㫋㪼㪑㪈㪉㪄㪘㫌㪾㪄㪈㪇㪪㫋㪸㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪑㪈㪈㪅㪐㪤㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪉㪋㩷㪿㫆㫌㫉㫊㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪧㫌㫄㫇㫀㫅㪾㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪣㪸㫋㪼㩷㩿㪣㪆㫊㪀㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪇㪈㪈㪅㪐㪇㪈㪋㪋㪇㪇㪉㪈㪅㪈㪐㪅㪉㪈㪈㪊㪅㪏㪈㪅㪐㪈㪋㪋㪈㪈㪈㪏㪅㪈㪌㪍㪅㪉㪌㪉㪈㪌㪅㪋㪊㪅㪌㪈㪋㪋㪉㪉㪈㪍㪅㪏㪉㪋㪅㪐㪉㪊㪈㪍㪅㪐㪌㪈㪋㪋㪊㪊㪈㪌㪅㪊㪌㪊㪅㪋㪌㪋㪈㪎㪌㪅㪈㪈㪋㪋㪋㪋㪈㪋㪅㪍㪌㪉㪅㪎㪌㪌㪈㪎㪅㪍㪌㪅㪎㪈㪋㪋㪌㪌㪈㪊㪅㪍㪈㪅㪎㪈㪇㪈㪏㪅㪉㪍㪍㪅㪊㪍㪈㪋㪌㪇㪈㪇㪈㪉㪅㪍㪏㪇㪅㪎㪏㪈㪌㪈㪐㪅㪊㪎㪅㪋㪋㪅㪋㪈㪋㪌㪌㪈㪌㪈㪉㪅㪍㪊㪇㪅㪎㪊㪉㪇㪉㪇㪅㪊㪏㪅㪋㪋㪅㪋㪈㪋㪍㪇㪉㪇㪈㪉㪅㪌㪏㪇㪅㪍㪏㪉㪌㪉㪇㪅㪌㪌㪏㪅㪍㪌㪈㪋㪍㪌㪉㪌㪈㪉㪅㪌㪎㪇㪅㪍㪎㪊㪇㪉㪇㪅㪍㪉㪏㪅㪎㪉㪈㪋㪎㪇㪊㪇㪈㪉㪅㪌㪍㪇㪅㪍㪍㪋㪇㪉㪇㪅㪎㪋㪏㪅㪏㪋㪈㪋㪎㪌㪊㪌㪈㪉㪅㪋㪌㪇㪅㪌㪌㪌㪇㪉㪇㪅㪏㪏㪅㪐㪈㪋㪏㪇㪋㪇㪈㪉㪅㪋㪋㪇㪅㪌㪋㪍㪇㪉㪇㪅㪏㪋㪏㪅㪐㪋㪈㪋㪏㪌㪋㪌㪈㪉㪅㪋㪉㪇㪅㪌㪉㪐㪇㪉㪇㪅㪏㪐㪏㪅㪐㪐㪈㪋㪐㪇㪌㪇㪈㪉㪅㪋㪇㪅㪌㪈㪉㪇㪉㪇㪅㪐㪊㪐㪅㪇㪊㪈㪋㪐㪌㪌㪌㪈㪉㪅㪊㪏㪇㪅㪋㪏㪈㪌㪇㪉㪇㪅㪐㪋㪐㪅㪇㪋㪋㪅㪋㪈㪌㪇㪇㪍㪇㪈㪉㪅㪊㪍㪇㪅㪋㪍㪈㪏㪇㪉㪇㪅㪐㪌㪐㪅㪇㪌㪈㪌㪈㪇㪎㪇㪈㪉㪅㪊㪉㪇㪅㪋㪉㪉㪈㪇㪉㪇㪅㪐㪌㪐㪅㪇㪌㪈㪌㪉㪇㪏㪇㪈㪉㪅㪉㪇㪅㪊㪉㪋㪇㪉㪇㪅㪐㪌㪐㪅㪇㪌㪈㪌㪊㪇㪐㪇㪈㪉㪅㪈㪈㪇㪅㪉㪈㪊㪇㪇㪉㪇㪅㪐㪍㪐㪅㪇㪍㪈㪌㪋㪇㪈㪇㪇㪈㪉㪅㪇㪉㪇㪅㪈㪉㪊㪍㪇㪉㪇㪅㪐㪍㪐㪅㪇㪍㪈㪌㪌㪇㪈㪈㪇㪈㪈㪅㪐㪇㪋㪏㪇㪉㪇㪅㪐㪍㪐㪅㪇㪍㪋㪅㪋㪍㪇㪇㪉㪇㪅㪐㪏㪐㪅㪇㪏㪎㪉㪇㪉㪇㪅㪐㪐㪐㪅㪇㪐㪏㪋㪇㪉㪈㪅㪇㪈㪐㪅㪈㪈㪐㪍㪇㪉㪈㪅㪇㪉㪐㪅㪈㪉㪋㪅㪋㪈㪇㪏㪇㪉㪈㪅㪇㪌㪐㪅㪈㪌㪈㪉㪇㪇㪉㪈㪅㪇㪎㪐㪅㪈㪎㪈㪊㪉㪇㪉㪈㪅㪈㪐㪅㪉㪈㪋㪋㪇㪉㪈㪅㪈㪐㪅㪉

㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀㪇㪉㪇㪇㪋㪇㪇㪍㪇㪇㪏㪇㪇㪈㪇㪇㪇㪈㪉㪇㪇㪈㪋㪇㪇㪈㪍㪇㪇㪈㪏㪇㪇㪇㪉㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪋㪉㪋㩷㪿㫆㫌㫉㫊㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪍

㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪏㪈㪇㪈㪉

A10-20 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㪪㫀㫋㪼㩷㪥㪸㫄㪼㪛㪘㪞㪠㪩㪦㪬

㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪧㫌㫄㫇㫀㫅㪾㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪸㫋㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㪣㪆㫊㪀㪇㪈㪈㪅㪐㪈㪈㪅㪐㪈㪈㪊㪅㪏㪈㪅㪐㪉㪈㪌㪅㪋㪊㪅㪌㪊㪈㪍㪅㪐㪌㪋㪈㪎㪌㪅㪈㪌㪈㪎㪅㪍㪌㪅㪎㪈㪇㪈㪏㪅㪉㪍㪍㪅㪊㪍㪈㪌㪈㪐㪅㪊㪎㪅㪋㪋㪅㪋㪉㪇㪉㪇㪅㪊㪏㪅㪋㪋㪅㪋㪉㪌㪉㪇㪅㪌㪌㪏㪅㪍㪌㪊㪇㪉㪇㪅㪍㪉㪏㪅㪎㪉㪋㪇㪉㪇㪅㪎㪋㪏㪅㪏㪋㪌㪇㪉㪇㪅㪏㪏㪅㪐㪍㪇㪉㪇㪅㪏㪋㪏㪅㪐㪋㪐㪇㪉㪇㪅㪏㪐㪏㪅㪐㪐㪈㪉㪇㪉㪇㪅㪐㪊㪐㪅㪇㪊㪈㪌㪇㪉㪇㪅㪐㪋㪐㪅㪇㪋㪋㪅㪋㪈㪏㪇㪉㪇㪅㪐㪌㪐㪅㪇㪌㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪉㪈㪇㪉㪇㪅㪐㪌㪐㪅㪇㪌㩿㪡㪸㪺㫆㪹㩷㪤㪼㫋㪿㫆㪻㪀㪉㪋㪇㪉㪇㪅㪐㪌㪐㪅㪇㪌㪊㪇㪇㪉㪇㪅㪐㪍㪐㪅㪇㪍㪨㪔㪊㪏㪇㪅㪉㫄㪊㪆㪻㪊㪍㪇㪉㪇㪅㪐㪍㪐㪅㪇㪍㪋㪏㪇㪉㪇㪅㪐㪍㪐㪅㪇㪍㪋㪅㪋㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪍㪇㪇㪉㪇㪅㪐㪏㪐㪅㪇㪏㪪㪈㪈㪉㪎㪉㪇㪉㪇㪅㪐㪐㪐㪅㪇㪐㪪㪉㪈㪇㪍㪅㪏㪏㪋㪇㪉㪈㪅㪇㪈㪐㪅㪈㪈㪈㪇㪇㪈㪈㪅㪍㪐㪍㪇㪉㪈㪅㪇㪉㪐㪅㪈㪉㪋㪅㪋㪫㪔㪈㪋㪅㪌㫄㪊㪆㪻㪆㫄㪈㪇㪏㪇㪉㪈㪅㪇㪌㪐㪅㪈㪌㪈㪉㪇㪇㪉㪈㪅㪇㪎㪐㪅㪈㪎㪈㪊㪉㪇㪉㪈㪅㪈㪐㪅㪉㪈㪋㪋㪇㪉㪈㪅㪈㪐㪅㪉㪉㪋㩷㪿㫆㫌㫉㫊㩷㪚㪦㪥㪫㪠㪥㪬㪦㪪㩷㪧㪬㪤㪧㪠㪥㪞㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞

㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㪇㪉㪋㪍㪏

㪈㪇㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪈㪉㪈㪋

A10-21 㪩㪜㪚㪦㪭㪜㪩㪰㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㩿㪩㪼㪺㫆㫍㪼㫉㫐㪀

㪪㫀㫋㪼㩷㪥㪸㫄㪼㪛㪘㪞㪠㪩㪦㪬

㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㫋㪆㫋㩾㪫㫀㫄㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㫄㫀㫅㪀㪈㪋㪋㪇㪇㪉㪈㪅㪈㪐㪅㪉㪈㪋㪋㪈㪈㪈㪏㪅㪈㪌㪍㪅㪉㪌㪈㪋㪋㪇㪈㪋㪋㪉㪉㪈㪍㪅㪏㪉㪋㪅㪐㪉㪎㪉㪇㪈㪋㪋㪊㪊㪈㪌㪅㪊㪌㪊㪅㪋㪌㪋㪏㪇㪈㪋㪋㪋㪋㪈㪋㪅㪍㪌㪉㪅㪎㪌㪊㪍㪇㪈㪋㪋㪌㪌㪈㪊㪅㪍㪈㪅㪎㪉㪏㪏㪈㪋㪌㪇㪈㪇㪈㪉㪅㪍㪏㪇㪅㪎㪏㪈㪋㪋㪈㪋㪌㪌㪈㪌㪈㪉㪅㪍㪊㪇㪅㪎㪊㪐㪍㪈㪋㪍㪇㪉㪇㪈㪉㪅㪌㪏㪇㪅㪍㪏㪎㪉㪈㪋㪍㪌㪉㪌㪈㪉㪅㪌㪎㪇㪅㪍㪎㪌㪏㪈㪋㪎㪇㪊㪇㪈㪉㪅㪌㪍㪇㪅㪍㪍㪋㪏㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪈㪋㪎㪌㪊㪌㪈㪉㪅㪋㪌㪇㪅㪌㪌㪋㪈㩿㪫㪿㪼㫀㫊㩷㪤㪼㫋㪿㫆㪻㪀㪈㪋㪏㪇㪋㪇㪈㪉㪅㪋㪋㪇㪅㪌㪋㪊㪍㪈㪋㪏㪌㪋㪌㪈㪉㪅㪋㪉㪇㪅㪌㪉㪊㪉㪨㪔㪊㪏㪇㪅㪈㪍㫄㪊㪆㪻㪈㪋㪐㪇㪌㪇㪈㪉㪅㪋㪇㪅㪌㪉㪐㪈㪋㪐㪌㪌㪌㪈㪉㪅㪊㪏㪇㪅㪋㪏㪉㪍㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪈㪌㪇㪇㪍㪇㪈㪉㪅㪊㪍㪇㪅㪋㪍㪉㪋㪪㪈㪈㪇㪇㪇㪈㪌㪈㪇㪎㪇㪈㪉㪅㪊㪉㪇㪅㪋㪉㪉㪈㪪㪉㪈㪇㪇㪇㪌㪅㪌㪈㪌㪉㪇㪏㪇㪈㪉㪅㪉㪇㪅㪊㪈㪏㪈㪇㪇㪇㪇㪈㪈㪈㪌㪊㪇㪐㪇㪈㪉㪅㪈㪈㪇㪅㪉㪈㪈㪍㪫㪔㪈㪉㪅㪍㫄㪊㪆㪻㪆㫄㪈㪌㪋㪇㪈㪇㪇㪈㪉㪅㪇㪉㪇㪅㪈㪉㪈㪋㪈㪌㪌㪇㪈㪈㪇㪈㪈㪅㪐㪇㪈㪊

㪩㪼㪺㫆㫍㪼㫉㫐㩷㫋㪼㫊㫋㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞

㫋㪆㫋㩾㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㪇

㪉

㪋

㪍

㪏㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀

㪈㪇

㪈㪉

A10-22 SUMARRAY OF WELL CONDITION

LOCATION: SEK SABER DATE: 26-28,October 2010

LITHOLOGY WATER LEVEL SUMMARY OF WATER PUMP TEST GEO MARK 0 0 0 0 0--12 0 0 Gravel Boulder of Basalt 5 STEP TEST 12--30 S.W.L= 9.9 PROPER Q=9 L/S Sand gravel DWWL= 11.36 DRAW DOWN= 1.5 M Old terrace deposit rich aquifer High permeability

^ ^ ^ 24 HOURS CONTINUOUS UP LIFT ^ ^ 30--52 ^ ^ ^ Basalt UPLIFT Q= 9 L/S ^ ^ Porous and fractured TOTAL Q= 777.6 M3 / 24 HOURS 50 ^ ^ ^ High permeability DRAW DOWN=1.46M TRANSIMISIVITY=316.2M2/DAY 52m below Mudstone with minor sandstone Cretaceous sedimentary RECOVERY TEST rock layer REMAINING W L= 11.36M Driing sample RECOVERY TIME= 70 MIN very stick clayy TRANSIMISIVITY=330.9M2/DAY Low permeability

WATER QUALITY 100 EC= 53.5M S/M PH= 7.2 TEMPERATURE= 39.9CO

150

A10-23 A10-24 㪪㫋㪼㫇㩷㪻㫉㪸㫎㩷㪻㫆㫎㫅㩷㫋㪼㫊㫋㩷㫉㪼㪺㫆㫉㪻

㪧㫌㫄㫇㫀㫅㪾㩷㪩㪸㫋㪼㪈㫊㫋㩷㫊㫋㪼㫇㪉㫅㪻㩷㫊㫋㪼㫇㪊㫉㪻㩷㫊㫋㪼㫇㪋㫋㪿㩷㫊㫋㪼㫇㪌㫋㪿㩷㫊㫋㪼㫇㽲㪪㫋㪸㫊㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪐㪅㪐㪨㪩㪼㪺㫆㫉㪻㩷㪢㪼㪼㫇㪼㫉㪌㪏㪅㪎㪈㪇㪈㪈㪅㪈㪈㪊㪅㪊㩿㪣㪆㫊㪀㪛㫌㫉㪸㫋㫀㫆㫅㩿㫄㫀㫅㪀㽴䋽㽳䋭㽲㪪㩷㪔㩷㪛㪮㪈㪅㪈㪊㪈㪅㪊㪌㪈㪅㪋㪐㪈㪅㪎㪊㪈㪅㪐㪇㩿㫄㪀

㪈㫊㫋㩷㫊㫋㪼㫇㪉㫅㪻㩷㫊㫋㪼㫇㪊㫉㪻㩷㫊㫋㪼㫇㪋㫋㪿㩷㫊㫋㪼㫇㪌㫋㪿㩷㫊㫋㪼㫇㪫㫀㫄㪼㽳㪮㪸㫋㪼㫉㽴㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㪇㪐㪅㪐㪇㪇㪅㪇㪇㪈㪈㪅㪇㪊㪈㪅㪈㪊㪈㪈㪅㪉㪌㪈㪅㪊㪌㪈㪈㪅㪊㪐㪈㪅㪋㪐㪈㪈㪅㪍㪊㪈㪅㪎㪊㪌㪈㪇㪅㪊㪉㪇㪅㪋㪉㪈㪈㪅㪈㪍㪈㪅㪉㪍㪈㪈㪅㪊㪐㪈㪅㪋㪐㪈㪈㪅㪌㪇㪈㪅㪍㪇㪈㪈㪅㪎㪏㪈㪅㪏㪏㪈㪇㪈㪇㪅㪌㪇㪇㪅㪍㪇㪈㪈㪅㪈㪏㪈㪅㪉㪏㪈㪈㪅㪊㪐㪈㪅㪋㪐㪈㪈㪅㪌㪏㪈㪅㪍㪏㪈㪈㪅㪎㪐㪈㪅㪏㪐㪈㪌㪈㪇㪅㪌㪐㪇㪅㪍㪐㪈㪈㪅㪉㪇㪈㪅㪊㪇㪈㪈㪅㪊㪐㪈㪅㪋㪐㪈㪈㪅㪌㪐㪈㪅㪍㪐㪈㪈㪅㪏㪇㪈㪅㪐㪇㪉㪇㪈㪇㪅㪍㪊㪇㪅㪎㪊㪈㪈㪅㪉㪈㪈㪅㪊㪈㪈㪈㪅㪊㪐㪈㪅㪋㪐㪈㪈㪅㪍㪉㪈㪅㪎㪉㪈㪈㪅㪏㪇㪈㪅㪐㪇㪉㪌㪈㪇㪅㪎㪉㪇㪅㪏㪉㪈㪈㪅㪉㪉㪈㪅㪊㪉㪈㪈㪅㪊㪐㪈㪅㪋㪐㪈㪈㪅㪍㪊㪈㪅㪎㪊㪈㪈㪅㪏㪇㪈㪅㪐㪇㪊㪇㪈㪇㪅㪎㪐㪇㪅㪏㪐㪈㪈㪅㪉㪉㪈㪅㪊㪉㪈㪈㪅㪊㪐㪈㪅㪋㪐㪈㪈㪅㪍㪊㪈㪅㪎㪊㪈㪈㪅㪏㪇㪈㪅㪐㪇㪊㪌㪈㪇㪅㪏㪈㪇㪅㪐㪈㪈㪈㪅㪉㪉㪈㪅㪊㪉㪈㪈㪅㪊㪐㪈㪅㪋㪐㪈㪈㪅㪍㪊㪈㪅㪎㪊㪈㪈㪅㪏㪇㪈㪅㪐㪇㪋㪇㪈㪇㪅㪏㪋㪇㪅㪐㪋㪈㪈㪅㪉㪊㪈㪅㪊㪊㪈㪈㪅㪊㪐㪈㪅㪋㪐㪈㪈㪅㪍㪊㪈㪅㪎㪊㪈㪈㪅㪏㪇㪈㪅㪐㪇㪋㪌㪈㪇㪅㪏㪍㪇㪅㪐㪍㪈㪈㪅㪉㪋㪈㪅㪊㪋㪈㪈㪅㪊㪐㪈㪅㪋㪐㪈㪈㪅㪍㪊㪈㪅㪎㪊㪈㪈㪅㪏㪇㪈㪅㪐㪇㪌㪇㪈㪇㪅㪐㪈㪈㪅㪇㪈㪈㪈㪅㪉㪌㪈㪅㪊㪌㪈㪈㪅㪊㪐㪈㪅㪋㪐㪈㪈㪅㪍㪊㪈㪅㪎㪊㪈㪈㪅㪏㪇㪈㪅㪐㪇㪌㪌㪈㪇㪅㪐㪊㪈㪅㪇㪊㪈㪈㪅㪉㪌㪈㪅㪊㪌㪈㪈㪅㪊㪐㪈㪅㪋㪐㪈㪈㪅㪍㪊㪈㪅㪎㪊㪈㪈㪅㪏㪇㪈㪅㪐㪇㪍㪇㪈㪇㪅㪐㪍㪈㪅㪇㪍㪈㪈㪅㪉㪌㪈㪅㪊㪌㪈㪈㪅㪊㪐㪈㪅㪋㪐㪈㪈㪅㪍㪊㪈㪅㪎㪊㪈㪈㪅㪏㪇㪈㪅㪐㪇㪎㪇㪈㪇㪅㪐㪍㪈㪅㪇㪍㪈㪈㪅㪉㪌㪈㪅㪊㪌㪈㪈㪅㪊㪐㪈㪅㪋㪐㪈㪈㪅㪍㪊㪈㪅㪎㪊㪈㪈㪅㪏㪇㪈㪅㪐㪇㪏㪇㪈㪇㪅㪐㪍㪈㪅㪇㪍㪈㪈㪅㪉㪌㪈㪅㪊㪌㪈㪈㪅㪊㪐㪈㪅㪋㪐㪈㪈㪅㪍㪊㪈㪅㪎㪊㪈㪈㪅㪏㪇㪈㪅㪐㪇㪐㪇㪈㪈㪅㪇㪇㪈㪅㪈㪇㪈㪈㪅㪉㪌㪈㪅㪊㪌㪈㪈㪅㪊㪐㪈㪅㪋㪐㪈㪈㪅㪍㪊㪈㪅㪎㪊㪈㪈㪅㪏㪇㪈㪅㪐㪇㪈㪇㪇㪈㪈㪅㪇㪊㪈㪅㪈㪊㪈㪈㪅㪉㪌㪈㪅㪊㪌㪈㪈㪅㪊㪐㪈㪅㪋㪐㪈㪈㪅㪍㪊㪈㪅㪎㪊㪈㪈㪅㪏㪇㪈㪅㪐㪇㪈㪈㪇㪈㪈㪅㪇㪊㪈㪅㪈㪊㪈㪈㪅㪉㪌㪈㪅㪊㪌㪈㪈㪅㪊㪐㪈㪅㪋㪐㪈㪈㪅㪍㪊㪈㪅㪎㪊㪈㪈㪅㪏㪇㪈㪅㪐㪇㪈㪉㪇㪈㪈㪅㪇㪊㪈㪅㪈㪊㪈㪈㪅㪉㪌㪈㪅㪊㪌㪈㪈㪅㪊㪐㪈㪅㪋㪐㪈㪈㪅㪍㪊㪈㪅㪎㪊㪈㪈㪅㪏㪇㪈㪅㪐㪇㪈㪏㪇㪉㪋㪇㪊㪇㪇㪊㪍㪇㪋㪉㪇㪋㪏㪇㪌㪋㪇㪍㪇㪇㪍㪍㪇㪎㪉㪇㪎㪏㪇㪏㪋㪇㪐㪇㪇㪐㪍㪇㪈㪇㪉㪇㪈㪇㪏㪇㪈㪈㪋㪇㪈㪉㪇㪇㪈㪉㪍㪇㪈㪊㪉㪇㪈㪊㪏㪇㪈㪋㪋㪇

㪤㪼㪸㫊㫌㫉㪼㫄㪼㫅㫋㩷㫆㪽㩷㪮㪸㫋㪼㫉㩷㪨㫌㪸㫃㫀㫋㫐㫋㫀㫄㪼㪈㪉㪑㪇㪇㪄㪈㪋㪑㪇㪇㪈㪋㪑㪇㪇㪄㪈㪍㪑㪇㪇㪈㪍㪑㪇㪇㪄㪈㪏㪑㪇㪇㪈㪏㪑㪇㪇㪄㪉㪇㪑㪇㪇㪉㪇㪑㪇㪇㪄㪉㪉㪑㪇㪇㪜㪚㩿㱘㫊㪆㪺㫄㪀㪌㪊㪅㪌㩷㫄㩷㪪㪆㪤㪌㪊㪅㪌㩷㫄㩷㪪㪆㪤㪌㪊㪅㪌㩷㫄㩷㪪㪆㪤㪌㪊㪅㪌㩷㫄㩷㪪㪆㪤㪌㪊㪅㪌㩷㫄㩷㪪㪆㪤㪧㪟㪎㪅㪉㪎㪅㪉㪎㪅㪉㪎㪅㪉㪎㪅㪉㪫㪼㫄㫇㪊㪐㪅㪐㩷㪚㪊㪐㪅㪐㩷㪚㪊㪐㪅㪐㩷㪚㪊㪐㪅㪐㩷㪚㪊㪐㪅㪐㩷㪚

A10-25 㪪㪼㫂㩷㪪㪸㪹㫀㫉㩷㪪㫋㪼㫇㩷㪛㫉㪸㫎㪻㫆㫎㫅㩷㪫㪼㫊㫋

Time(min) 㪇㪈㪇㪇㪉㪇㪇㪊㪇㪇㪋㪇㪇㪌㪇㪇㪍㪇㪇㪎㪇㪇㪇㪅㪇

㪇㪅㪌

㪈㪅㪇

(m) 㪈㪅㪌 Down

㪉㪅㪇 Drow

㪉㪅㪌

㪊㪅㪇

SͲQCurve

Q(L/s) 㪧㫉㫆㫇㪼㫉㩷㪨㪔㪐㩷㪣㪆㫊㪇㪅㪈㪈㪈㪇㪈㪇㪇㪇㪅㪈 (m)

㪈 Down Draw

㪈㪇

A10-26 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪪㫀㫋㪼㩷㪥㪸㫄㪼㪑㪪㪜㪢㩷㪪㪘㪙㪠㪩㪛㪸㫋㪼㪑㪉㪍㪄㪉㪏㪃㪦㪺㫋㫆㪹㪼㫉㩷㪉㪇㪈㪇㩷㪪㫋㪸㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪑㪐㪅㪐㪤㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪉㪋㩷㪿㫆㫌㫉㫊㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪧㫌㫄㫇㫀㫅㪾㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪣㪸㫋㪼㩷㩿㪣㪆㫊㪀㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪇㪐㪅㪐㪇㪈㪋㪋㪇㪇㪈㪈㪅㪊㪍㪈㪅㪋㪍㪈㪈㪇㪅㪈㪌㪇㪅㪉㪌㪈㪋㪋㪈㪈㪈㪇㪅㪏㪇㪅㪐㪉㪈㪇㪅㪉㪎㪇㪅㪊㪎㪈㪋㪋㪉㪉㪈㪇㪅㪎㪌㪇㪅㪏㪌㪊㪈㪇㪅㪉㪏㪇㪅㪊㪏㪈㪋㪋㪊㪊㪈㪇㪅㪍㪉㪇㪅㪎㪉㪋㪈㪇㪅㪉㪐㪇㪅㪊㪐㪈㪋㪋㪋㪋㪈㪇㪅㪌㪎㪇㪅㪍㪎㪌㪈㪇㪅㪊㪋㪇㪅㪋㪋㪈㪋㪋㪌㪌㪈㪇㪅㪌㪋㪇㪅㪍㪋㪈㪇㪈㪇㪅㪋㪊㪇㪅㪌㪊㪈㪋㪌㪇㪈㪇㪈㪇㪅㪊㪏㪇㪅㪋㪏㪈㪌㪈㪇㪅㪌㪊㪇㪅㪍㪊㪏㪈㪋㪌㪌㪈㪌㪈㪇㪅㪊㪉㪇㪅㪋㪉㪉㪇㪈㪇㪅㪍㪍㪇㪅㪎㪍㪐㪅㪈㪈㪋㪍㪇㪉㪇㪈㪇㪅㪉㪎㪇㪅㪊㪎㪉㪌㪈㪇㪅㪎㪏㪇㪅㪏㪏㪈㪋㪍㪌㪉㪌㪈㪇㪅㪉㪋㪇㪅㪊㪋㪊㪇㪈㪇㪅㪏㪋㪇㪅㪐㪋㪈㪋㪎㪇㪊㪇㪈㪇㪅㪉㪇㪅㪊㪋㪇㪈㪇㪅㪏㪐㪇㪅㪐㪐㪈㪋㪎㪌㪊㪌㪈㪇㪅㪈㪏㪇㪅㪉㪏㪌㪇㪈㪇㪅㪐㪍㪈㪅㪇㪍㪈㪋㪏㪇㪋㪇㪈㪇㪅㪇㪎㪇㪅㪈㪎㪍㪇㪈㪇㪅㪐㪍㪈㪅㪇㪍㪈㪋㪏㪌㪋㪌㪈㪇㪅㪇㪋㪇㪅㪈㪋㪐㪇㪈㪈㪅㪈㪈㪅㪉㪈㪋㪐㪇㪌㪇㪈㪇㪅㪇㪊㪇㪅㪈㪊㪈㪉㪇㪈㪈㪅㪈㪉㪈㪅㪉㪉㪈㪋㪐㪌㪌㪌㪈㪇㪅㪇㪈㪇㪅㪈㪈㪈㪌㪇㪈㪈㪅㪈㪍㪈㪅㪉㪍㪐㪈㪌㪇㪇㪍㪇㪐㪅㪐㪎㪇㪅㪇㪎㪈㪏㪇㪈㪈㪅㪈㪏㪈㪅㪉㪏㪈㪌㪈㪇㪎㪇㪐㪅㪐㪇㪉㪈㪇㪈㪈㪅㪈㪏㪈㪅㪉㪏㪉㪋㪇㪈㪈㪅㪈㪐㪈㪅㪉㪐㪊㪇㪇㪈㪈㪅㪉㪈㪅㪊㪊㪍㪇㪈㪈㪅㪉㪈㪈㪅㪊㪈㪋㪏㪇㪈㪈㪅㪉㪋㪈㪅㪊㪋㪐㪍㪇㪇㪈㪈㪅㪉㪍㪈㪅㪊㪍㪎㪉㪇㪈㪈㪅㪉㪎㪈㪅㪊㪎㪏㪋㪇㪈㪈㪅㪉㪐㪈㪅㪊㪐㪐㪍㪇㪈㪈㪅㪊㪈㪅㪋㪐㪈㪇㪏㪇㪈㪈㪅㪊㪌㪈㪅㪋㪌㪈㪉㪇㪇㪈㪈㪅㪊㪍㪈㪅㪋㪍㪈㪊㪉㪇㪈㪈㪅㪊㪍㪈㪅㪋㪍㪈㪋㪋㪇㪈㪈㪅㪊㪍㪈㪅㪋㪍

㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀㪇㪉㪇㪇㪋㪇㪇㪍㪇㪇㪏㪇㪇㪈㪇㪇㪇㪈㪉㪇㪇㪈㪋㪇㪇㪈㪍㪇㪇㪇㪇㪅㪉

㪇㪅㪋㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㪫㪼㫊㫋㩷㪉㪋㩷㪿㫆㫌㫉㫊㪇㪅㪍㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪇㪅㪏㪈㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪈㪅㪉㪈㪅㪋

A10-27 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㪪㫀㫋㪼㩷㪥㪸㫄㪼㪪㪜㪢㩷㪪㪘㪙㪠㪩

㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪧㫌㫄㫇㫀㫅㪾㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪸㫋㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㪣㪆㫊㪀㪇㪐㪅㪐㪇㪈㪈㪇㪅㪈㪌㪇㪅㪉㪌㪉㪈㪇㪅㪉㪎㪇㪅㪊㪎㪊㪈㪇㪅㪉㪏㪇㪅㪊㪏㪋㪈㪇㪅㪉㪐㪇㪅㪊㪐㪌㪈㪇㪅㪊㪋㪇㪅㪋㪋㪈㪇㪈㪇㪅㪋㪊㪇㪅㪌㪊㪈㪌㪈㪇㪅㪌㪊㪇㪅㪍㪊㪏㪉㪇㪈㪇㪅㪍㪍㪇㪅㪎㪍㪐㪅㪈㪉㪌㪈㪇㪅㪎㪏㪇㪅㪏㪏㪊㪇㪈㪇㪅㪏㪋㪇㪅㪐㪋㪋㪇㪈㪇㪅㪏㪐㪇㪅㪐㪐㪌㪇㪈㪇㪅㪐㪍㪈㪅㪇㪍㪍㪇㪈㪇㪅㪐㪍㪈㪅㪇㪍㪐㪇㪈㪈㪅㪈㪈㪅㪉㪈㪉㪇㪈㪈㪅㪈㪉㪈㪅㪉㪉㪈㪌㪇㪈㪈㪅㪈㪍㪈㪅㪉㪍㪐㪈㪏㪇㪈㪈㪅㪈㪏㪈㪅㪉㪏㪉㪈㪇㪈㪈㪅㪈㪏㪈㪅㪉㪏㪉㪋㪇㪈㪈㪅㪈㪐㪈㪅㪉㪐㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪊㪇㪇㪈㪈㪅㪉㪈㪅㪊㩿㪡㪸㪺㫆㪹㩷㪤㪼㫋㪿㫆㪻㪀㪊㪍㪇㪈㪈㪅㪉㪈㪈㪅㪊㪈㪋㪏㪇㪈㪈㪅㪉㪋㪈㪅㪊㪋㪐㪨㪔㪎㪎㪎㪅㪍㫄㪊㪆㪻㪍㪇㪇㪈㪈㪅㪉㪍㪈㪅㪊㪍㪎㪉㪇㪈㪈㪅㪉㪎㪈㪅㪊㪎㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪏㪋㪇㪈㪈㪅㪉㪐㪈㪅㪊㪐㪪㪈㪈㪇㪅㪉㪌㪐㪍㪇㪈㪈㪅㪊㪈㪅㪋㪐㪪㪉㪈㪇㪇㪅㪎㪈㪇㪏㪇㪈㪈㪅㪊㪌㪈㪅㪋㪌㪈㪇㪇㪈㪅㪈㪌㪈㪉㪇㪇㪈㪈㪅㪊㪍㪈㪅㪋㪍㪫㪔㪊㪈㪍㪅㪉㫄㪊㪆㪻㪆㫄㪈㪊㪉㪇㪈㪈㪅㪊㪍㪈㪅㪋㪍㪈㪋㪋㪇㪈㪈㪅㪊㪍㪈㪅㪋㪍

㪉㪋㩷㪿㫆㫌㫉㫊㩷㪚㪦㪥㪫㪠㪥㪬㪦㪪㩷㪧㪬㪤㪧㪠㪥㪞㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞

㪇㪇㪅㪉㪇㪅㪋㪇㪅㪍㪇㪅㪏㪈㪈㪅㪉㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪈㪅㪋㪈㪅㪍㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀

A10-28 㪩㪜㪚㪦㪭㪜㪩㪰㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㩿㪩㪼㪺㫆㫍㪼㫉㫐㪀

㪪㫀㫋㪼㩷㪥㪸㫄㪼㪪㪜㪢㩷㪪㪘㪙㪠㪩

㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪧㫌㫄㫇㫀㫅㪾㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪸㫋㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㪣㪆㫊㪀

㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㫋㪆㫋㩾㪫㫀㫄㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㫄㫀㫅㪀㪈㪋㪋㪇㪇㪈㪈㪅㪊㪌㪈㪅㪋㪌㪈㪋㪋㪈㪈㪈㪇㪅㪏㪇㪅㪐㪈㪋㪋㪇㪈㪋㪋㪉㪉㪈㪇㪅㪎㪌㪇㪅㪏㪌㪎㪉㪇㪈㪋㪋㪊㪊㪈㪇㪅㪍㪉㪇㪅㪎㪉㪋㪏㪇㪈㪋㪋㪋㪋㪈㪇㪅㪌㪎㪇㪅㪍㪎㪊㪍㪇㪈㪋㪋㪌㪌㪈㪇㪅㪌㪋㪇㪅㪍㪋㪉㪏㪏㪈㪋㪌㪇㪈㪇㪈㪇㪅㪊㪏㪇㪅㪋㪏㪈㪋㪋㪈㪋㪌㪌㪈㪌㪈㪇㪅㪊㪉㪇㪅㪋㪉㪐㪍㪈㪋㪍㪇㪉㪇㪈㪇㪅㪉㪎㪇㪅㪊㪎㪎㪉㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪈㪋㪍㪌㪉㪌㪈㪇㪅㪉㪋㪇㪅㪊㪋㪌㪏㩿㪫㪿㪼㫀㫊㩷㪤㪼㫋㪿㫆㪻㪀㪈㪋㪎㪇㪊㪇㪈㪇㪅㪉㪇㪅㪊㪋㪏㪈㪋㪎㪌㪊㪌㪈㪇㪅㪈㪏㪇㪅㪉㪏㪋㪈㪨㪔㪎㪎㪎㪅㪍㫄㪊㪆㪻㪈㪋㪏㪇㪋㪇㪈㪇㪅㪇㪎㪇㪅㪈㪎㪊㪍㪈㪋㪏㪌㪋㪌㪈㪇㪅㪇㪋㪇㪅㪈㪋㪊㪉㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪈㪋㪐㪇㪌㪇㪈㪇㪅㪇㪊㪇㪅㪈㪊㪉㪐㪪㪈㪈㪇㪇㪈㪋㪐㪌㪌㪌㪈㪇㪅㪇㪈㪇㪅㪈㪈㪉㪍㪪㪉㪈㪇㪇㪇㪅㪋㪊㪈㪌㪇㪇㪍㪇㪐㪅㪐㪎㪇㪅㪇㪎㪉㪋㪈㪇㪇㪇㪇㪅㪏㪍㪈㪌㪈㪇㪎㪇㪐㪅㪐㪇㪉㪈㪫㪔㪊㪊㪇㪅㪐㫄㪊㪆㪻㪆㫄

㪩㪼㪺㫆㫍㪼㫉㫐㩷㫋㪼㫊㫋㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞

㪇㪇㪅㪉㪇㪅㪋㪇㪅㪍

㪇㪅㪏㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪈㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀

A10-29 SUMARRAY OF WELL CONDITION

LOCATION: ASSA KOMA DATE: 4-5NOV, 2010

LITHOLOGY WATER LEVEL SUMMARY OF WATER PUMP TEST GEO MARK 0 ^ ^ ^ 0-46m ^ ^ 5 STEP TEST ^ ^ ^ basalt PROPER Q=3.5 L/S ^ ^ basalt eraptions DRAW DOWN= 0.45 M ^ ^ ^ ^ ^ parouse and ^ ^ ^ high polosity ^ ^ ^ ^ ^ 24 HOURS CONTINUOUS UP LIFT ^ ^ X X X 46-66m UPLIFT Q= 4.3 L/S X X X tuff/ weathered basalt TOTAL Q= 370 M3 / 24 HOURS 50 X X X stiff. Low DRAW DOWN=0.59M X X X permaeablity TRANSMISSIVITY=251.8M2/DAY ^ ^ ^ 66-150m ^ ^ basalt associated ^ ^ ^ scoria ^ ^ RECOVERY TEST ^ ^ ^ ^ ^ REMAINING W L= 24.05 M ^ ^ ^ RECOVERY TIME= MIN ^ ^ TRANSMISSIVITY=226.6M2/DAY ^ ^ ^ S.W.L= 72.00 ^ ^ aquifer 75 m DWWL= 72.60 ^ ^ ^ 80m below prouse basalt ^ ^ WATER QUALITY 100 ^ ^ ^ cracked and ^ ^ fractured EC= 90.3 M S/M ^ ^ ^ PH= 7.33 ^ ^ highly permeable TEMPERATURE= 39.8 CO ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 150 ^ ^ ^

A10-30 A10-31 㪪㫋㪼㫇㩷㪻㫉㪸㫎㩷㪻㫆㫎㫅㩷㫋㪼㫊㫋㩷㫉㪼㪺㫆㫉㪻

㪧㫌㫄㫇㫀㫅㪾㩷㪩㪸㫋㪼㪈㫊㫋㩷㫊㫋㪼㫇㪉㫅㪻㩷㫊㫋㪼㫇㪊㫉㪻㩷㫊㫋㪼㫇㪋㫋㪿㩷㫊㫋㪼㫇㪌㫋㪿㩷㫊㫋㪼㫇㽲㪪㫋㪸㫊㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪎㪉㪨㪩㪼㪺㫆㫉㪻㩷㪢㪼㪼㫇㪼㫉㪈㪉㪅㪌㪋㪅㪎㪌㪅㪎㪍㪅㪎㩿㪣㪆㫊㪀㪛㫌㫉㪸㫋㫀㫆㫅㩿㫄㫀㫅㪀㽴䋽㽳䋭㽲㪪㩷㪔㩷㪛㪮㪇㪅㪈㪐㪇㪅㪊㪎㪇㪅㪎㪉㪇㪅㪐㪎㪈㪅㪊㪎㩿㫄㪀

㪈㫊㫋㩷㫊㫋㪼㫇㪉㫅㪻㩷㫊㫋㪼㫇㪊㫉㪻㩷㫊㫋㪼㫇㪋㫋㪿㩷㫊㫋㪼㫇㪌㫋㪿㩷㫊㫋㪼㫇㪫㫀㫄㪼㽳㪮㪸㫋㪼㫉㽴㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㪇㪎㪉㪅㪇㪇㪇㪅㪇㪇㪎㪉㪅㪈㪐㪇㪅㪈㪐㪎㪉㪅㪊㪎㪇㪅㪊㪎㪎㪉㪅㪎㪉㪇㪅㪎㪉㪎㪉㪅㪐㪎㪇㪅㪐㪎㪌㪎㪉㪅㪇㪐㪇㪅㪇㪐㪎㪉㪅㪉㪌㪇㪅㪉㪌㪎㪉㪅㪍㪍㪇㪅㪍㪍㪎㪉㪅㪐㪌㪇㪅㪐㪌㪎㪊㪅㪊㪍㪈㪅㪊㪍㪈㪇㪎㪉㪅㪈㪌㪇㪅㪈㪌㪎㪉㪅㪊㪎㪇㪅㪊㪎㪎㪉㪅㪎㪉㪇㪅㪎㪉㪎㪉㪅㪐㪎㪇㪅㪐㪎㪎㪊㪅㪊㪎㪈㪅㪊㪎㪈㪌㪎㪉㪅㪈㪐㪇㪅㪈㪐㪎㪉㪅㪊㪎㪇㪅㪊㪎㪎㪉㪅㪎㪉㪇㪅㪎㪉㪎㪉㪅㪐㪎㪇㪅㪐㪎㪎㪊㪅㪊㪎㪈㪅㪊㪎㪉㪇㪎㪉㪅㪈㪐㪇㪅㪈㪐㪎㪉㪅㪊㪎㪇㪅㪊㪎㪎㪉㪅㪎㪉㪇㪅㪎㪉㪎㪉㪅㪐㪎㪇㪅㪐㪎㪎㪊㪅㪊㪎㪈㪅㪊㪎㪉㪌㪎㪉㪅㪈㪐㪇㪅㪈㪐㪎㪉㪅㪊㪎㪇㪅㪊㪎㪎㪉㪅㪎㪉㪇㪅㪎㪉㪎㪉㪅㪐㪎㪇㪅㪐㪎㪎㪊㪅㪊㪎㪈㪅㪊㪎㪊㪇㪎㪉㪅㪈㪐㪇㪅㪈㪐㪎㪉㪅㪊㪎㪇㪅㪊㪎㪎㪉㪅㪎㪉㪇㪅㪎㪉㪎㪉㪅㪐㪎㪇㪅㪐㪎㪎㪊㪅㪊㪎㪈㪅㪊㪎㪊㪌㪎㪉㪅㪈㪐㪇㪅㪈㪐㪎㪉㪅㪊㪎㪇㪅㪊㪎㪎㪉㪅㪎㪉㪇㪅㪎㪉㪎㪉㪅㪐㪎㪇㪅㪐㪎㪎㪊㪅㪊㪎㪈㪅㪊㪎㪋㪇㪎㪉㪅㪈㪐㪇㪅㪈㪐㪎㪉㪅㪊㪎㪇㪅㪊㪎㪎㪉㪅㪎㪉㪇㪅㪎㪉㪎㪉㪅㪐㪎㪇㪅㪐㪎㪎㪊㪅㪊㪎㪈㪅㪊㪎㪋㪌㪎㪉㪅㪈㪐㪇㪅㪈㪐㪎㪉㪅㪊㪎㪇㪅㪊㪎㪎㪉㪅㪎㪉㪇㪅㪎㪉㪎㪉㪅㪐㪎㪇㪅㪐㪎㪎㪊㪅㪊㪎㪈㪅㪊㪎㪌㪇㪎㪉㪅㪈㪐㪇㪅㪈㪐㪎㪉㪅㪊㪎㪇㪅㪊㪎㪎㪉㪅㪎㪉㪇㪅㪎㪉㪎㪉㪅㪐㪎㪇㪅㪐㪎㪎㪊㪅㪊㪎㪈㪅㪊㪎㪌㪌㪎㪉㪅㪈㪐㪇㪅㪈㪐㪎㪉㪅㪊㪎㪇㪅㪊㪎㪎㪉㪅㪎㪉㪇㪅㪎㪉㪎㪉㪅㪐㪎㪇㪅㪐㪎㪎㪊㪅㪊㪎㪈㪅㪊㪎㪍㪇㪎㪉㪅㪈㪐㪇㪅㪈㪐㪎㪉㪅㪊㪎㪇㪅㪊㪎㪎㪉㪅㪎㪉㪇㪅㪎㪉㪎㪉㪅㪐㪎㪇㪅㪐㪎㪎㪊㪅㪊㪎㪈㪅㪊㪎㪎㪇㪎㪉㪅㪈㪐㪇㪅㪈㪐㪎㪉㪅㪊㪎㪇㪅㪊㪎㪎㪉㪅㪎㪉㪇㪅㪎㪉㪎㪉㪅㪐㪎㪇㪅㪐㪎㪎㪊㪅㪊㪎㪈㪅㪊㪎㪏㪇㪎㪉㪅㪈㪐㪇㪅㪈㪐㪎㪉㪅㪊㪎㪇㪅㪊㪎㪎㪉㪅㪎㪉㪇㪅㪎㪉㪎㪉㪅㪐㪎㪇㪅㪐㪎㪎㪊㪅㪊㪎㪈㪅㪊㪎㪐㪇㪎㪉㪅㪈㪐㪇㪅㪈㪐㪎㪉㪅㪊㪎㪇㪅㪊㪎㪎㪉㪅㪎㪉㪇㪅㪎㪉㪎㪉㪅㪐㪎㪇㪅㪐㪎㪎㪊㪅㪊㪎㪈㪅㪊㪎㪈㪇㪇㪎㪉㪅㪈㪐㪇㪅㪈㪐㪎㪉㪅㪊㪎㪇㪅㪊㪎㪎㪉㪅㪎㪉㪇㪅㪎㪉㪎㪉㪅㪐㪎㪇㪅㪐㪎㪎㪊㪅㪊㪎㪈㪅㪊㪎㪈㪈㪇㪎㪉㪅㪈㪐㪇㪅㪈㪐㪎㪉㪅㪊㪎㪇㪅㪊㪎㪎㪉㪅㪎㪉㪇㪅㪎㪉㪎㪉㪅㪐㪎㪇㪅㪐㪎㪎㪊㪅㪊㪎㪈㪅㪊㪎㪈㪉㪇㪎㪉㪅㪈㪐㪇㪅㪈㪐㪎㪉㪅㪊㪎㪇㪅㪊㪎㪎㪉㪅㪎㪉㪇㪅㪎㪉㪎㪉㪅㪐㪎㪇㪅㪐㪎㪎㪊㪅㪊㪎㪈㪅㪊㪎㪈㪏㪇㪉㪋㪇㪊㪇㪇㪊㪍㪇㪋㪉㪇㪋㪏㪇㪌㪋㪇㪍㪇㪇㪍㪍㪇㪎㪉㪇㪎㪏㪇㪏㪋㪇㪐㪇㪇㪐㪍㪇㪈㪇㪉㪇㪈㪇㪏㪇㪈㪈㪋㪇㪈㪉㪇㪇㪈㪉㪍㪇㪈㪊㪉㪇㪈㪊㪏㪇㪈㪋㪋㪇

㪤㪼㪸㫊㫌㫉㪼㫄㪼㫅㫋㩷㫆㪽㩷㪮㪸㫋㪼㫉㩷㪨㫌㪸㫃㫀㫋㫐㫋㫀㫄㪼㪈㪊㪑㪌㪇㪄㪈㪌㪑㪌㪇㪈㪌㪑㪌㪇㪄㪈㪎㪑㪌㪇㪈㪎㪑㪌㪇㪄㪈㪐㪑㪌㪇㪈㪐㪑㪌㪇㪄㪉㪈㪑㪌㪇㪉㪈㪑㪌㪇㪄㪉㪊㪑㪌㪇㪜㪚㩿㱘㫊㪆㪺㫄㪀㪇㪅㪉㪉㪍㩷㫊㪆㫄㪇㪅㪉㪉㪍㩷㫊㪆㫄㪇㪅㪉㪉㪍㩷㫊㪆㫄㪇㪅㪉㪉㪍㩷㫊㪆㫄㪇㪅㪉㪉㪍㩷㫊㪆㫄㪧㪟㪎㪅㪌㪊㪎㪅㪌㪊㪎㪅㪌㪊㪎㪅㪌㪊㪎㪅㪌㪊㪫㪼㫄㫇㪋㪈㪅㪊㪋㪈㪅㪊㪋㪈㪅㪊㪋㪈㪅㪊㪋㪈㪅㪊

A10-32 㪘㫊㫊㪸㩷㪢㫆㫄㪸㩷㪄㩷㪪㫋㪼㫇㩷㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㪫㪼㫊㫋

Time(min)

㪇㪈㪇㪇㪉㪇㪇㪊㪇㪇㪋㪇㪇㪌㪇㪇㪍㪇㪇㪎㪇㪇㪇㪅㪇

㪇㪅㪉

㪇㪅㪋

㪇㪅㪍

㪇㪅㪏 (m)

㪈㪅㪇 Down

Drow 㪈㪅㪉

㪈㪅㪋

㪈㪅㪍

㪈㪅㪏

㪉㪅㪇

SͲQCurve

Q(L/s) 㪧㫉㫆㫇㪼㫉㩷㪨㪔㪊㪅㪌㩷㪣㪆㫊

㪇㪅㪇㪈 (m) Down

㪇㪅㪈㪈㪈㪇㪈㪇㪇 Draw 㪇㪅㪈

㪛㪮㩷㫀㫅㫇㫉㫆㫇㪼㫉㪨㪔㪋㪌㫄

㪈

㪈㪇

A10-33 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪪㫀㫋㪼㩷㪥㪸㫄㪼㪑㪘㪪㪪㪘㪢㪦㪤㪘㪛㪸㫋㪼㪑㪋㪄㪌㪥㪦㪭㪃㩷㪉㪇㪈㪇㩷㪪㫋㪸㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪑㪎㪉㪤㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪉㪋㩷㪿㫆㫌㫉㫊㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪧㫌㫄㫇㫀㫅㪾㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪣㪸㫋㪼㩷㩿㪣㪆㫊㪀㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪇㪎㪉㪅㪇㪇㪇㪈㪋㪋㪇㪇㪎㪉㪅㪌㪐㪇㪅㪌㪐㪈㪎㪉㪅㪈㪎㪇㪅㪈㪎㪈㪋㪋㪈㪈㪎㪉㪅㪌㪇㪅㪌㪉㪎㪉㪅㪉㪍㪇㪅㪉㪍㪈㪋㪋㪉㪉㪎㪉㪅㪋㪉㪇㪅㪋㪉㪊㪎㪉㪅㪊㪉㪇㪅㪊㪉㪈㪋㪋㪊㪊㪎㪉㪅㪊㪏㪇㪅㪊㪏㪋㪎㪉㪅㪊㪋㪇㪅㪊㪋㪈㪋㪋㪋㪋㪎㪉㪅㪊㪌㪇㪅㪊㪌㪌㪎㪉㪅㪊㪍㪇㪅㪊㪍㪈㪋㪋㪌㪌㪎㪉㪅㪊㪈㪇㪅㪊㪈㪈㪇㪎㪉㪅㪊㪍㪇㪅㪊㪍㪈㪋㪌㪇㪈㪇㪎㪉㪅㪈㪐㪇㪅㪈㪐㪈㪌㪎㪉㪅㪊㪍㪇㪅㪊㪍㪈㪋㪌㪌㪈㪌㪎㪉㪅㪈㪍㪇㪅㪈㪍㪉㪇㪎㪉㪅㪊㪍㪇㪅㪊㪍㪋㪅㪊㪈㪋㪍㪇㪉㪇㪎㪉㪅㪈㪉㪇㪅㪈㪉㪉㪌㪎㪉㪅㪊㪍㪇㪅㪊㪍㪈㪋㪍㪌㪉㪌㪎㪉㪅㪈㪇㪅㪈㪊㪇㪎㪉㪅㪊㪍㪇㪅㪊㪍㪋㪅㪊㪈㪋㪎㪇㪊㪇㪎㪉㪅㪇㪎㪇㪅㪇㪎㪋㪇㪎㪉㪅㪊㪍㪇㪅㪊㪍㪈㪋㪎㪌㪊㪌㪎㪉㪅㪇㪌㪇㪅㪇㪌㪌㪇㪎㪉㪅㪊㪍㪇㪅㪊㪍㪋㪅㪊㪈㪋㪏㪇㪋㪇㪎㪉㪅㪇㪌㪇㪅㪇㪌㪍㪇㪎㪉㪅㪊㪍㪇㪅㪊㪍㪈㪋㪏㪌㪋㪌㪎㪉㪅㪇㪋㪇㪅㪇㪋㪐㪇㪎㪉㪅㪊㪎㪇㪅㪊㪎㪈㪋㪐㪇㪌㪇㪎㪉㪅㪇㪊㪇㪅㪇㪊㪈㪉㪇㪎㪉㪅㪊㪎㪇㪅㪊㪎㪈㪋㪐㪌㪌㪌㪎㪉㪅㪇㪊㪇㪅㪇㪊㪈㪌㪇㪎㪉㪅㪊㪎㪇㪅㪊㪎㪈㪌㪇㪇㪍㪇㪎㪉㪅㪇㪉㪇㪅㪇㪉㪈㪏㪇㪎㪉㪅㪊㪏㪇㪅㪊㪏㪈㪌㪈㪇㪎㪇㪎㪉㪅㪇㪈㪇㪅㪇㪈㪉㪈㪇㪎㪉㪅㪊㪏㪇㪅㪊㪏㪈㪌㪉㪇㪏㪇㪎㪉㪇㪉㪋㪇㪎㪉㪅㪊㪏㪇㪅㪊㪏㪋㪅㪊㪊㪇㪇㪎㪉㪅㪊㪏㪇㪅㪊㪏㪊㪍㪇㪎㪉㪅㪊㪏㪇㪅㪊㪏㪋㪏㪇㪎㪉㪅㪊㪏㪇㪅㪊㪏㪋㪅㪊㪍㪇㪇㪎㪉㪅㪋㪈㪇㪅㪋㪈㪎㪉㪇㪎㪉㪅㪋㪏㪇㪅㪋㪏㪏㪋㪇㪎㪉㪅㪌㪈㪇㪅㪌㪈㪐㪍㪇㪎㪉㪅㪌㪉㪇㪅㪌㪉㪈㪇㪏㪇㪎㪉㪅㪌㪊㪇㪅㪌㪊㪈㪉㪇㪇㪎㪉㪅㪌㪏㪇㪅㪌㪏㪈㪊㪉㪇㪎㪉㪅㪌㪐㪇㪅㪌㪐㪈㪋㪋㪇㪎㪉㪅㪌㪐㪇㪅㪌㪐

㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀㪇㪉㪇㪇㪋㪇㪇㪍㪇㪇㪏㪇㪇㪈㪇㪇㪇㪈㪉㪇㪇㪈㪋㪇㪇㪈㪍㪇㪇㪇

㪇㪅㪌

㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪈㪉㪋㩷㪿㫆㫌㫉㫊㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋

㪈㪅㪌

A10-34 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㪪㫀㫋㪼㩷㪥㪸㫄㪼㪘㪪㪪㪘㪢㪦㪤㪘

㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪉㪋㩷㪿㫆㫌㫉㫊㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪧㫌㫄㫇㫀㫅㪾㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪸㫋㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㪣㪆㫊㪀㪇㪎㪉㪅㪇㪇㪎㪉㪈㪎㪉㪅㪈㪎㪇㪅㪈㪎㪉㪎㪉㪅㪉㪍㪇㪅㪉㪍㪊㪎㪉㪅㪊㪉㪇㪅㪊㪉㪋㪎㪉㪅㪊㪋㪇㪅㪊㪋㪌㪎㪉㪅㪊㪍㪇㪅㪊㪍㪈㪇㪎㪉㪅㪊㪍㪇㪅㪊㪍㪈㪌㪎㪉㪅㪊㪍㪇㪅㪊㪍㪉㪇㪎㪉㪅㪊㪍㪇㪅㪊㪍㪋㪅㪊㪉㪌㪎㪉㪅㪊㪍㪇㪅㪊㪍㪊㪇㪎㪉㪅㪊㪍㪇㪅㪊㪍㪋㪅㪊㪋㪇㪎㪉㪅㪊㪍㪇㪅㪊㪍㪌㪇㪎㪉㪅㪊㪍㪇㪅㪊㪍㪋㪅㪊㪍㪇㪎㪉㪅㪊㪍㪇㪅㪊㪍㪐㪇㪎㪉㪅㪊㪎㪇㪅㪊㪎㪈㪉㪇㪎㪉㪅㪊㪎㪇㪅㪊㪎㪈㪌㪇㪎㪉㪅㪊㪎㪇㪅㪊㪎㪈㪏㪇㪎㪉㪅㪊㪏㪇㪅㪊㪏㪉㪈㪇㪎㪉㪅㪊㪏㪇㪅㪊㪏㪉㪋㪇㪎㪉㪅㪊㪏㪇㪅㪊㪏㪋㪅㪊㪊㪇㪇㪎㪉㪅㪊㪏㪇㪅㪊㪏㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪊㪍㪇㪎㪉㪅㪊㪏㪇㪅㪊㪏㪋㪏㪇㪎㪉㪅㪊㪏㪇㪅㪊㪏㪋㪅㪊㪨㪔㪊㪎㪈㪅㪌㪉㫄㪊㪆㪻㪍㪇㪇㪎㪉㪅㪋㪈㪇㪅㪋㪈㪎㪉㪇㪎㪉㪅㪋㪏㪇㪅㪋㪏㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪏㪋㪇㪎㪉㪅㪌㪈㪇㪅㪌㪈㪪㪈㪈㪇㪅㪈㪏㪐㪍㪇㪎㪉㪅㪌㪉㪇㪅㪌㪉㪪㪉㪈㪇㪇㪅㪋㪌㪈㪇㪏㪇㪎㪉㪅㪌㪊㪇㪅㪌㪊㪈㪉㪇㪇㪎㪉㪅㪌㪏㪇㪅㪌㪏㪫㪔㪉㪌㪈㪅㪏㪇㪏㫄㪊㪆㪻㪆㫄㪈㪊㪉㪇㪎㪉㪅㪌㪐㪇㪅㪌㪐㪈㪋㪋㪇㪎㪉㪅㪌㪐㪇㪅㪌㪐

㪉㪋㩷㪿㫆㫌㫉㫊㩷㪚㪦㪥㪫㪠㪥㪬㪦㪪㩷㪧㪬㪤㪧㪠㪥㪞㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞

㪇㪇㪅㪈㪇㪅㪉㪇㪅㪊㪇㪅㪋㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪇㪅㪌㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀

A10-35 㪩㪜㪚㪦㪭㪜㪩㪰㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㩿㪩㪼㪺㫆㫍㪼㫉㫐㪀

㪪㫀㫋㪼㩷㪥㪸㫄㪼㪘㪪㪪㪘㩷㪢㪦㪤㪘㩷

㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㫋㪆㫋㩾㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪈㪋㪋㪇㪇㪎㪉㪅㪌㪐㪇㪅㪌㪐㪈㪋㪋㪈㪈㪎㪉㪅㪌㪇㪅㪌㪈㪋㪋㪇㪈㪋㪋㪉㪉㪎㪉㪅㪋㪉㪇㪅㪋㪉㪎㪉㪇㪈㪋㪋㪊㪊㪎㪉㪅㪊㪏㪇㪅㪊㪏㪋㪏㪇㪈㪋㪋㪋㪋㪎㪉㪅㪊㪌㪇㪅㪊㪌㪊㪍㪇㪈㪋㪋㪌㪌㪎㪉㪅㪊㪈㪇㪅㪊㪈㪉㪏㪏㪈㪋㪌㪇㪈㪇㪎㪉㪅㪈㪐㪇㪅㪈㪐㪈㪋㪋㪈㪋㪌㪌㪈㪌㪎㪉㪅㪈㪍㪇㪅㪈㪍㪐㪍㪈㪋㪍㪇㪉㪇㪎㪉㪅㪈㪉㪇㪅㪈㪉㪎㪉㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪈㪋㪍㪌㪉㪌㪎㪉㪅㪈㪇㪅㪈㪌㪏㩿㪫㪿㪼㫀㫊㩷㪤㪼㫋㪿㫆㪻㪀㪈㪋㪎㪇㪊㪇㪎㪉㪅㪇㪎㪇㪅㪇㪎㪋㪏㪈㪋㪎㪌㪊㪌㪎㪉㪅㪇㪌㪇㪅㪇㪌㪋㪈㪨㪔㪊㪎㪈㪅㪌㪉㫄㪊㪆㪻㪈㪋㪏㪇㪋㪇㪎㪉㪅㪇㪌㪇㪅㪇㪌㪊㪍㪈㪋㪏㪌㪋㪌㪎㪉㪅㪇㪋㪇㪅㪇㪋㪊㪉㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪈㪋㪐㪇㪌㪇㪎㪉㪅㪇㪊㪇㪅㪇㪊㪉㪐㪪㪈㪈㪇㪄㪇㪅㪈㪊㪈㪋㪐㪌㪌㪌㪎㪉㪅㪇㪊㪇㪅㪇㪊㪉㪍㪪㪉㪈㪇㪇㪇㪅㪈㪎㪈㪌㪇㪇㪍㪇㪎㪉㪅㪇㪉㪇㪅㪇㪉㪉㪋㪈㪇㪇㪇㪇㪅㪋㪎㪈㪌㪈㪇㪎㪇㪎㪉㪅㪇㪈㪇㪅㪇㪈㪉㪈㪫㪔㪉㪉㪍㪅㪍㫄㪊㪆㪻㪆㫄㪈㪌㪉㪇㪏㪇㪎㪉㪇㪈㪏

㪩㪼㪺㫆㫍㪼㫉㫐㩷㫋㪼㫊㫋㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞

㫋㪆㫋㩾㩷㩷㩿㫄㫀㫄㪀㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㪇

㪇㪅㪈

㪇㪅㪉

㪇㪅㪊

㪇㪅㪋

㪇㪅㪌㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀

㪇㪅㪍

㪇㪅㪎

㪇㪅㪏

A10-36 SUMARRAY OF WELL CONDITION

LOCATION: MINDIL DATE: 31OCT-1NOV, 2010

LITHOLOGY WATER LEVEL SUMMARY OF WATER PUMP TEST GEO MARK 0 0--22 Sand Gravel 5 STEP TEST Alluvial basin deposit PROPER Q=5.1 L/S DRAW DOWN= 0.19 M X X X X X X 22--46 X X X Tuff X X X Similar to Weathered X X X Basalt 24 HOURS CONTINUOUS UP LIFT X X X Massive and compact S.W.L= 38.00 X X X Low permeability DWWL= 38.27 UPLIFT Q= 5.1 L/S X X X Weathered abd reddish TOTAL Q= 440 M3 / 24 HOURS 50 ^ ^ ^ 46--150 DRAW DOWN=0.27M ^ ^ Basalt TRANSIMISIVITY=733.1M2/DAY ^ ^ ^ Weathered abd reddish ^ ^ Cracked and fractured ^ ^ ^ Porus and appears scoria ^ ^ High permeability RECOVERY TEST ^ ^ ^ 65m Aquifer ^ ^ REMAINING W L= 38.27M ^ ^ ^ RECOVERY TIME= 80 MIN ^ ^ TRANSIMISIVITY=620.3M2/DAY ^ ^ ^ ^ ^ 80m aquifer ^ ^ ^ ^ ^ WATER QUALITY 100 ^ ^ ^ 100m Aquifer ^ ^ EC= 22 M S/M ^ ^ ^ PH= 69.3 ^ ^ TEMPERATURE= 42CO ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 150 ^ ^ ^

A10-37 A10-38 㪪㫋㪼㫇㩷㪻㫉㪸㫎㩷㪻㫆㫎㫅㩷㫋㪼㫊㫋㩷㫉㪼㪺㫆㫉㪻

㪧㫌㫄㫇㫀㫅㪾㩷㪩㪸㫋㪼㪈㫊㫋㩷㫊㫋㪼㫇㪉㫅㪻㩷㫊㫋㪼㫇㪊㫉㪻㩷㫊㫋㪼㫇㪋㫋㪿㩷㫊㫋㪼㫇㪌㫋㪿㩷㫊㫋㪼㫇㽲㪪㫋㪸㫊㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪊㪏㪨㪩㪼㪺㫆㫉㪻㩷㪢㪼㪼㫇㪼㫉㪉㪅㪉㪋㪅㪋㪌㪅㪐㪏㪈㪇㩿㪣㪆㫊㪀㪛㫌㫉㪸㫋㫀㫆㫅㩿㫄㫀㫅㪀㽴䋽㽳䋭㽲㪪㩷㪔㩷㪛㪮㪇㪅㪈㪇㪇㪅㪈㪏㪇㪅㪉㪌㪇㪅㪊㪊㪇㪅㪋㪇㩿㫄㪀

㪈㫊㫋㩷㫊㫋㪼㫇㪉㫅㪻㩷㫊㫋㪼㫇㪊㫉㪻㩷㫊㫋㪼㫇㪋㫋㪿㩷㫊㫋㪼㫇㪌㫋㪿㩷㫊㫋㪼㫇㪫㫀㫄㪼㽳㪮㪸㫋㪼㫉㽴㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㪇㪊㪏㪅㪇㪇㪇㪅㪇㪇㪊㪏㪅㪈㪇㪇㪅㪈㪇㪊㪏㪅㪈㪏㪇㪅㪈㪏㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪏㪅㪊㪊㪇㪅㪊㪊㪌㪊㪏㪅㪇㪌㪇㪅㪇㪌㪊㪏㪅㪈㪎㪇㪅㪈㪎㪊㪏㪅㪉㪊㪇㪅㪉㪊㪊㪏㪅㪊㪈㪇㪅㪊㪈㪊㪏㪅㪊㪐㪇㪅㪊㪐㪈㪇㪊㪏㪅㪈㪇㪇㪅㪈㪇㪊㪏㪅㪈㪏㪇㪅㪈㪏㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪏㪅㪊㪊㪇㪅㪊㪊㪊㪏㪅㪋㪇㪇㪅㪋㪇㪈㪌㪊㪏㪅㪈㪇㪇㪅㪈㪇㪊㪏㪅㪈㪏㪇㪅㪈㪏㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪏㪅㪊㪊㪇㪅㪊㪊㪊㪏㪅㪋㪇㪇㪅㪋㪇㪉㪇㪊㪏㪅㪈㪇㪇㪅㪈㪇㪊㪏㪅㪈㪏㪇㪅㪈㪏㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪏㪅㪊㪊㪇㪅㪊㪊㪊㪏㪅㪋㪇㪇㪅㪋㪇㪉㪌㪊㪏㪅㪈㪇㪇㪅㪈㪇㪊㪏㪅㪈㪏㪇㪅㪈㪏㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪏㪅㪊㪊㪇㪅㪊㪊㪊㪏㪅㪋㪇㪇㪅㪋㪇㪊㪇㪊㪏㪅㪈㪇㪇㪅㪈㪇㪊㪏㪅㪈㪏㪇㪅㪈㪏㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪏㪅㪊㪊㪇㪅㪊㪊㪊㪏㪅㪋㪇㪇㪅㪋㪇㪊㪌㪊㪏㪅㪈㪇㪇㪅㪈㪇㪊㪏㪅㪈㪏㪇㪅㪈㪏㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪏㪅㪊㪊㪇㪅㪊㪊㪊㪏㪅㪋㪇㪇㪅㪋㪇㪋㪇㪊㪏㪅㪈㪇㪇㪅㪈㪇㪊㪏㪅㪈㪏㪇㪅㪈㪏㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪏㪅㪊㪊㪇㪅㪊㪊㪊㪏㪅㪋㪇㪇㪅㪋㪇㪋㪌㪊㪏㪅㪈㪇㪇㪅㪈㪇㪊㪏㪅㪈㪏㪇㪅㪈㪏㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪏㪅㪊㪊㪇㪅㪊㪊㪊㪏㪅㪋㪇㪇㪅㪋㪇㪌㪇㪊㪏㪅㪈㪇㪇㪅㪈㪇㪊㪏㪅㪈㪏㪇㪅㪈㪏㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪏㪅㪊㪊㪇㪅㪊㪊㪊㪏㪅㪋㪇㪇㪅㪋㪇㪌㪌㪊㪏㪅㪈㪇㪇㪅㪈㪇㪊㪏㪅㪈㪏㪇㪅㪈㪏㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪏㪅㪊㪊㪇㪅㪊㪊㪊㪏㪅㪋㪇㪇㪅㪋㪇㪍㪇㪊㪏㪅㪈㪇㪇㪅㪈㪇㪊㪏㪅㪈㪏㪇㪅㪈㪏㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪏㪅㪊㪊㪇㪅㪊㪊㪊㪏㪅㪋㪇㪇㪅㪋㪇㪎㪇㪊㪏㪅㪈㪇㪇㪅㪈㪇㪊㪏㪅㪈㪏㪇㪅㪈㪏㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪏㪅㪊㪊㪇㪅㪊㪊㪊㪏㪅㪋㪇㪇㪅㪋㪇㪏㪇㪊㪏㪅㪈㪇㪇㪅㪈㪇㪊㪏㪅㪈㪏㪇㪅㪈㪏㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪏㪅㪊㪊㪇㪅㪊㪊㪊㪏㪅㪋㪇㪇㪅㪋㪇㪐㪇㪊㪏㪅㪈㪇㪇㪅㪈㪇㪊㪏㪅㪈㪏㪇㪅㪈㪏㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪏㪅㪊㪊㪇㪅㪊㪊㪊㪏㪅㪋㪇㪇㪅㪋㪇㪈㪇㪇㪊㪏㪅㪈㪇㪇㪅㪈㪇㪊㪏㪅㪈㪏㪇㪅㪈㪏㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪏㪅㪊㪊㪇㪅㪊㪊㪊㪏㪅㪋㪇㪇㪅㪋㪇㪈㪈㪇㪊㪏㪅㪈㪇㪇㪅㪈㪇㪊㪏㪅㪈㪏㪇㪅㪈㪏㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪏㪅㪊㪊㪇㪅㪊㪊㪊㪏㪅㪋㪇㪇㪅㪋㪇㪈㪉㪇㪊㪏㪅㪈㪇㪇㪅㪈㪇㪊㪏㪅㪈㪏㪇㪅㪈㪏㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪏㪅㪊㪊㪇㪅㪊㪊㪊㪏㪅㪋㪇㪇㪅㪋㪇㪈㪏㪇㪉㪋㪇㪊㪇㪇㪊㪍㪇㪋㪉㪇㪋㪏㪇㪌㪋㪇㪍㪇㪇㪍㪍㪇㪎㪉㪇㪎㪏㪇㪏㪋㪇㪐㪇㪇㪐㪍㪇㪈㪇㪉㪇㪈㪇㪏㪇㪈㪈㪋㪇㪈㪉㪇㪇㪈㪉㪍㪇㪈㪊㪉㪇㪈㪊㪏㪇㪈㪋㪋㪇

㪤㪼㪸㫊㫌㫉㪼㫄㪼㫅㫋㩷㫆㪽㩷㪮㪸㫋㪼㫉㩷㪨㫌㪸㫃㫀㫋㫐㫋㫀㫄㪼㪏㪑㪊㪇㪄㪈㪇㪑㪊㪇㪈㪇㪑㪊㪇㪄㪈㪉㪑㪊㪇㪈㪉㪑㪊㪇㪄㪈㪋㪑㪊㪇㪈㪋㪑㪊㪇㪄㪈㪍㪑㪊㪇㪈㪍㪑㪊㪇㪄㪈㪏㪑㪊㪇㪜㪚㩿㱘㫊㪆㪺㫄㪀㪇㪅㪉㪉㪇㩷㪪㪆㫄㪇㪅㪉㪉㪇㩷㪪㪆㫄㪇㪅㪉㪉㪇㩷㪪㪆㫄㪇㪅㪉㪉㪇㩷㪪㪆㫄㪇㪅㪉㪉㪇㩷㪪㪆㫄㪧㪟㪍㪅㪐㪊㪍㪅㪐㪊㪍㪅㪐㪊㪍㪅㪐㪊㪍㪅㪐㪊㪫㪼㫄㫇㪋㪉㩷㪚㪋㪉㩷㪚㪋㪉㩷㪚㪋㪉㩷㪚㪋㪉㩷㪚

A10-39 㪤㫀㫅㪻㫀㫃㩷㪪㫋㪼㫇㩷㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㪫㪼㫊㫋

Time(min) 㪇㪈㪇㪇㪉㪇㪇㪊㪇㪇㪋㪇㪇㪌㪇㪇㪍㪇㪇㪎㪇㪇㪇㪅㪇

㪇㪅㪈

㪇㪅㪉 (m) Down 㪇㪅㪊 Drow

㪇㪅㪋

㪇㪅㪌

SͲQCurve

㪧㫉㫆㫇㪼㫉㩷㪨㪔 Q(L/s) 㪌㪅㪈㩷㪣㪆㫊

㪇㪅㪇㪈

(m) 㪇㪅㪈㪈㪈㪇㪈㪇㪇㪇㪅㪈 Down Draw

㪈

A10-40 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪪㫀㫋㪼㩷㪥㪸㫄㪼㪑㪤㪠㪥㪛㪠㪣㪛㪸㫋㪼㪑㪊㪈㪦㪚㪫㪄㪈㪥㪦㪭㪃㩷㪉㪇㪈㪇㩷㪪㫋㪸㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪑㪊㪏㪤㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪉㪋㩷㪿㫆㫌㫉㫊㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪧㫌㫄㫇㫀㫅㪾㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪣㪸㫋㪼㩷㩿㪣㪆㫊㪀㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪇㪊㪏㪇㪈㪋㪋㪇㪇㪊㪏㪅㪉㪎㪇㪅㪉㪎㪈㪊㪏㪅㪈㪉㪇㪅㪈㪉㪈㪋㪋㪈㪈㪊㪏㪅㪉㪈㪇㪅㪉㪈㪉㪊㪏㪅㪈㪐㪇㪅㪈㪐㪈㪋㪋㪉㪉㪊㪏㪅㪉㪇㪅㪉㪊㪊㪏㪅㪈㪐㪇㪅㪈㪐㪈㪋㪋㪊㪊㪊㪏㪅㪈㪐㪇㪅㪈㪐㪋㪊㪏㪅㪈㪐㪇㪅㪈㪐㪈㪋㪋㪋㪋㪊㪏㪅㪈㪏㪇㪅㪈㪏㪌㪊㪏㪅㪉㪇㪅㪉㪈㪋㪋㪌㪌㪊㪏㪅㪈㪎㪇㪅㪈㪎㪈㪇㪊㪏㪅㪉㪊㪇㪅㪉㪊㪈㪋㪌㪇㪈㪇㪊㪏㪅㪈㪍㪇㪅㪈㪍㪈㪌㪊㪏㪅㪉㪌㪇㪅㪉㪌㪈㪋㪌㪌㪈㪌㪊㪏㪅㪈㪌㪇㪅㪈㪌㪉㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪌㪅㪈㪈㪋㪍㪇㪉㪇㪊㪏㪅㪈㪋㪇㪅㪈㪋㪉㪌㪊㪏㪅㪉㪌㪇㪅㪉㪌㪈㪋㪍㪌㪉㪌㪊㪏㪅㪈㪊㪇㪅㪈㪊㪊㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪈㪋㪎㪇㪊㪇㪊㪏㪅㪈㪈㪇㪅㪈㪈㪋㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪈㪋㪎㪌㪊㪌㪊㪏㪅㪇㪐㪇㪅㪇㪐㪌㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪈㪋㪏㪇㪋㪇㪊㪏㪅㪇㪍㪇㪅㪇㪍㪍㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪈㪋㪏㪌㪋㪌㪊㪏㪅㪇㪌㪇㪅㪇㪌㪐㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪈㪋㪐㪇㪌㪇㪊㪏㪅㪇㪌㪇㪅㪇㪌㪈㪉㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪈㪋㪐㪌㪌㪌㪊㪏㪅㪇㪋㪇㪅㪇㪋㪈㪌㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪌㪅㪈㪈㪌㪇㪇㪍㪇㪊㪏㪅㪇㪊㪇㪅㪇㪊㪈㪏㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪈㪌㪈㪇㪎㪇㪊㪏㪅㪇㪈㪇㪅㪇㪈㪉㪈㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪈㪌㪉㪇㪏㪇㪊㪏㪇㪉㪋㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪇㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪍㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪋㪏㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪌㪅㪈㪍㪇㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪎㪉㪇㪊㪏㪅㪉㪍㪇㪅㪉㪍㪏㪋㪇㪊㪏㪅㪉㪍㪇㪅㪉㪍㪐㪍㪇㪊㪏㪅㪉㪍㪇㪅㪉㪍㪈㪇㪏㪇㪊㪏㪅㪉㪎㪇㪅㪉㪎㪌㪈㪉㪇㪇㪊㪏㪅㪉㪎㪇㪅㪉㪎㪈㪊㪉㪇㪊㪏㪅㪉㪎㪇㪅㪉㪎㪈㪋㪋㪇㪊㪏㪅㪉㪎㪇㪅㪉㪎㪌

㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀㪇㪈㪌㪇㪊㪇㪇㪋㪌㪇㪍㪇㪇㪎㪌㪇㪐㪇㪇㪈㪇㪌㪇㪈㪉㪇㪇㪈㪊㪌㪇㪈㪌㪇㪇㪈㪍㪌㪇㪈㪏㪇㪇㪇㪇㪅㪇㪌㪇㪅㪈㪇㪅㪈㪌㪇㪅㪉㪇㪅㪉㪌㪇㪅㪊

㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪇㪅㪊㪌㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪇㪅㪋㪉㪋㩷㪿㫆㫌㫉㫊㪇㪅㪋㪌㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪇㪅㪌

A10-41 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㪪㫀㫋㪼㩷㪥㪸㫄㪼㪤㪠㪥㪛㪠㪣

㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪉㪋㩷㪿㫆㫌㫉㫊㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪧㫌㫄㫇㫀㫅㪾㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪸㫋㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㪣㪆㫊㪀㪇㪊㪏㪊㪏㪈㪊㪏㪅㪈㪉㪇㪅㪈㪉㪉㪊㪏㪅㪈㪐㪇㪅㪈㪐㪊㪊㪏㪅㪈㪐㪇㪅㪈㪐㪋㪊㪏㪅㪈㪐㪇㪅㪈㪐㪌㪊㪏㪅㪉㪇㪅㪉㪈㪇㪊㪏㪅㪉㪊㪇㪅㪉㪊㪈㪌㪊㪏㪅㪉㪌㪇㪅㪉㪌㪉㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪌㪅㪈㪉㪌㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪋㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪌㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪍㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪐㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪈㪉㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪈㪌㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪌㪅㪈㪈㪏㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪉㪈㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㩿㪡㪸㪺㫆㪹㩷㪤㪼㫋㪿㫆㪻㪀㪉㪋㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪊㪇㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪨㪔㪋㪋㪇㪅㪍㫄㪊㪆㪻㪊㪍㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪋㪏㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪌㪅㪈㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪍㪇㪇㪊㪏㪅㪉㪌㪇㪅㪉㪌㪪㪈㪈㪇㪅㪈㪉㪎㪉㪇㪊㪏㪅㪉㪍㪇㪅㪉㪍㪪㪉㪈㪇㪇㪅㪉㪊㪏㪋㪇㪊㪏㪅㪉㪍㪇㪅㪉㪍㪈㪇㪇㪇㪅㪊㪋㪐㪍㪇㪊㪏㪅㪉㪍㪇㪅㪉㪍㪫㪔㪎㪊㪊㪅㪈㫄㪊㪆㪻㪆㫄㪈㪇㪏㪇㪊㪏㪅㪉㪍㪇㪅㪉㪍㪌㪅㪈㪈㪉㪇㪇㪊㪏㪅㪉㪍㪇㪅㪉㪍㪈㪊㪉㪇㪊㪏㪅㪉㪍㪇㪅㪉㪍㪈㪋㪋㪇㪊㪏㪅㪉㪍㪇㪅㪉㪍㪌㪅㪈

㪉㪋㩷㪿㫆㫌㫉㫊㩷㪚㪦㪥㪫㪠㪥㪬㪦㪪㩷㪧㪬㪤㪧㪠㪥㪞㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞㪇

㪇㪅㪈

㪇㪅㪉

㪇㪅㪊㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀

㪇㪅㪋㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀

A10-42 㪩㪜㪚㪦㪭㪜㪩㪰㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㩿㪩㪼㪺㫆㫍㪼㫉㫐㪀

㪪㫀㫋㪼㩷㪥㪸㫄㪼㪤㪠㪥㪛㪠㪣

㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㫋㪆㫋㩾㪫㫀㫄㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㫄㫀㫅㪀㪈㪋㪋㪇㪇㪊㪏㪅㪉㪎㪇㪅㪉㪎㪈㪋㪋㪈㪈㪊㪏㪅㪉㪈㪇㪅㪉㪈㪈㪋㪋㪇㪈㪋㪋㪉㪉㪊㪏㪅㪉㪇㪅㪉㪎㪉㪇㪈㪋㪋㪊㪊㪊㪏㪅㪈㪐㪇㪅㪈㪐㪋㪏㪇㪈㪋㪋㪋㪋㪊㪏㪅㪈㪏㪇㪅㪈㪏㪊㪍㪇㪈㪋㪋㪌㪌㪊㪏㪅㪈㪎㪇㪅㪈㪎㪉㪏㪏㪈㪋㪌㪇㪈㪇㪊㪏㪅㪈㪍㪇㪅㪈㪍㪈㪋㪋㪈㪋㪌㪌㪈㪌㪊㪏㪅㪈㪌㪇㪅㪈㪌㪐㪍㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪈㪋㪍㪇㪉㪇㪊㪏㪅㪈㪋㪇㪅㪈㪋㪎㪉㩿㪫㪿㪼㫀㫊㩷㪤㪼㫋㪿㫆㪻㪀㪈㪋㪍㪌㪉㪌㪊㪏㪅㪈㪊㪇㪅㪈㪊㪌㪏㪈㪋㪎㪇㪊㪇㪊㪏㪅㪈㪈㪇㪅㪈㪈㪋㪏㪨㪔㪋㪋㪇㪅㪍㫄㪊㪆㪻㪈㪋㪎㪌㪊㪌㪊㪏㪅㪇㪐㪇㪅㪇㪐㪋㪈㪈㪋㪏㪇㪋㪇㪊㪏㪅㪇㪍㪇㪅㪇㪍㪊㪍㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪈㪋㪏㪌㪋㪌㪊㪏㪅㪇㪌㪇㪅㪇㪌㪊㪉㪪㪈㪈㪇㪄㪇㪅㪇㪉㪈㪋㪐㪇㪌㪇㪊㪏㪅㪇㪌㪇㪅㪇㪌㪉㪐㪪㪉㪈㪇㪇㪇㪅㪈㪈㪈㪋㪐㪌㪌㪌㪊㪏㪅㪇㪋㪇㪅㪇㪋㪉㪍㪈㪇㪇㪇㪇㪅㪉㪋㪈㪌㪇㪇㪍㪇㪊㪏㪅㪇㪊㪇㪅㪇㪊㪉㪋㪫㪔㪍㪉㪇㪅㪊㫄㪊㪆㪻㪆㫄㪈㪌㪈㪇㪎㪇㪊㪏㪅㪇㪈㪇㪅㪇㪈㪉㪈㪈㪌㪉㪇㪏㪇㪊㪏㪇㪈㪏

㪩㪼㪺㫆㫍㪼㫉㫐㩷㫋㪼㫊㫋㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞

㪇

㪇㪅㪌㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀

㪈㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㫋㪆㫋㩾

A10-43 SUMARRAY OF WELL CONDITION

LOCATION: AFKA ARRABA DATE: 22-24,October 2010

LITHOLOGY WATER LEVEL SUMMARY OF WATER PUMP TEST GEO MARK 0 0--14 Sand Gravel 5 STEP TEST ^ ^ ^ S.W.L= 14.00 PROPER Q=.47 L/S ^ ^ 14--150 DRAW DOWN=46 M ^ ^ ^ ^ ^ Basalt Lava ^ ^ ^ Hard rock ^ ^ Cracked and fractured in some places ^ ^ ^ 24 HOURS CONTINUOUS UP LIFT ^ ^ up to 80m ^ ^ ^ Slightly weathered UPLIFT Q= 0.47 L/S ^ ^ clay seam interlaid TOTAL Q= 40.6 M3 / 24 HOURS 50 ^ ^ ^ DRAW DOWN=53.5 M ^ ^ TRANSIMISIVITY=0.28M2/DAY ^ ^ ^ ^ ^ DWWL= 67.5 ^ ^ ^ ^ ^ 75--85 RECOVERY TEST ^ ^ ^ Cracked and fractured ^ ^ High permeability REMAINING W L= 67.5 M ^ ^ ^ RECOVERY TIME= 190 MIN ^ ^ TRANSIMISIVITY=0.21M2/DAY ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ WATER QUALITY 100 ^ ^ ^ 100m below ^ ^ relatively fresh EC= 111.4M S/M ^ ^ ^ Hard and tight PH= 7.25 ^ ^ Low permeability TEMPERATURE= 39CO ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 150 ^ ^ ^

A10-44 A10-45 㪪㫋㪼㫇㩷㪻㫉㪸㫎㩷㪻㫆㫎㫅㩷㫋㪼㫊㫋㩷㫉㪼㪺㫆㫉㪻

㪧㫌㫄㫇㫀㫅㪾㩷㪩㪸㫋㪼㪈㫊㫋㩷㫊㫋㪼㫇㪉㫅㪻㩷㫊㫋㪼㫇㪊㫉㪻㩷㫊㫋㪼㫇㪋㫋㪿㩷㫊㫋㪼㫇㪌㫋㪿㩷㫊㫋㪼㫇㽲㪪㫋㪸㫊㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪈㪋㪨㪩㪼㪺㫆㫉㪻㩷㪢㪼㪼㫇㪼㫉㪇㪅㪋㪉㪇㪅㪋㪋㪇㪅㪋㪌㪇㪅㪋㪍㪇㪅㪋㪏㩿㪣㪆㫊㪀㪛㫌㫉㪸㫋㫀㫆㫅㩿㫄㫀㫅㪀㽴䋽㽳䋭㽲㪪㩷㪔㩷㪛㪮㪊㪏㪅㪍㪍㪋㪊㪅㪏㪌㪋㪍㪅㪊㪐㪌㪈㪅㪎㪇㪌㪎㪅㪐㪇㩿㫄㪀

㪈㫊㫋㩷㫊㫋㪼㫇㪉㫅㪻㩷㫊㫋㪼㫇㪊㫉㪻㩷㫊㫋㪼㫇㪋㫋㪿㩷㫊㫋㪼㫇㪌㫋㪿㩷㫊㫋㪼㫇㪫㫀㫄㪼㽳㪮㪸㫋㪼㫉㽴㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㪇㪈㪋㪅㪇㪇㪇㪅㪇㪇㪌㪉㪅㪍㪍㪊㪏㪅㪍㪍㪌㪎㪅㪏㪌㪋㪊㪅㪏㪌㪍㪇㪅㪊㪐㪋㪍㪅㪊㪐㪍㪌㪅㪎㪇㪌㪈㪅㪎㪇㪌㪉㪊㪅㪉㪐㪐㪅㪉㪐㪌㪎㪅㪈㪇㪋㪊㪅㪈㪇㪍㪇㪅㪉㪏㪋㪍㪅㪉㪏㪍㪌㪅㪈㪏㪌㪈㪅㪈㪏㪍㪐㪅㪋㪉㪌㪌㪅㪋㪉㪈㪇㪉㪐㪅㪎㪌㪈㪌㪅㪎㪌㪌㪎㪅㪏㪈㪋㪊㪅㪏㪈㪍㪇㪅㪊㪉㪋㪍㪅㪊㪉㪍㪌㪅㪍㪇㪌㪈㪅㪍㪇㪎㪇㪅㪇㪇㪌㪍㪅㪇㪇㪈㪌㪊㪍㪅㪈㪉㪉㪉㪅㪈㪉㪌㪎㪅㪏㪊㪋㪊㪅㪏㪊㪍㪇㪅㪊㪉㪋㪍㪅㪊㪉㪍㪌㪅㪍㪍㪌㪈㪅㪍㪍㪎㪇㪅㪌㪇㪌㪍㪅㪌㪇㪉㪇㪋㪋㪅㪋㪇㪊㪇㪅㪋㪇㪌㪎㪅㪏㪊㪋㪊㪅㪏㪊㪍㪇㪅㪊㪊㪋㪍㪅㪊㪊㪍㪌㪅㪎㪇㪌㪈㪅㪎㪇㪎㪇㪅㪐㪇㪌㪍㪅㪐㪇㪉㪌㪋㪎㪅㪋㪌㪊㪊㪅㪋㪌㪌㪎㪅㪏㪊㪋㪊㪅㪏㪊㪍㪇㪅㪊㪋㪋㪍㪅㪊㪋㪍㪌㪅㪎㪇㪌㪈㪅㪎㪇㪎㪈㪅㪍㪇㪌㪎㪅㪍㪇㪊㪇㪋㪐㪅㪎㪇㪊㪌㪅㪎㪇㪌㪎㪅㪏㪋㪋㪊㪅㪏㪋㪍㪇㪅㪊㪌㪋㪍㪅㪊㪌㪍㪌㪅㪎㪇㪌㪈㪅㪎㪇㪎㪈㪅㪐㪇㪌㪎㪅㪐㪇㪊㪌㪌㪇㪅㪐㪌㪊㪍㪅㪐㪌㪌㪎㪅㪏㪌㪋㪊㪅㪏㪌㪍㪇㪅㪊㪌㪋㪍㪅㪊㪌㪍㪌㪅㪎㪇㪌㪈㪅㪎㪇㪎㪈㪅㪐㪇㪌㪎㪅㪐㪇㪋㪇㪌㪈㪅㪋㪋㪊㪎㪅㪋㪋㪌㪎㪅㪏㪌㪋㪊㪅㪏㪌㪍㪇㪅㪊㪌㪋㪍㪅㪊㪌㪍㪌㪅㪎㪇㪌㪈㪅㪎㪇㪎㪈㪅㪐㪇㪌㪎㪅㪐㪇㪋㪌㪌㪈㪅㪌㪇㪊㪎㪅㪌㪇㪌㪎㪅㪏㪌㪋㪊㪅㪏㪌㪍㪇㪅㪊㪌㪋㪍㪅㪊㪌㪍㪌㪅㪎㪇㪌㪈㪅㪎㪇㪎㪈㪅㪐㪇㪌㪎㪅㪐㪇㪌㪇㪌㪈㪅㪌㪈㪊㪎㪅㪌㪈㪌㪎㪅㪏㪌㪋㪊㪅㪏㪌㪍㪇㪅㪊㪌㪋㪍㪅㪊㪌㪍㪌㪅㪎㪇㪌㪈㪅㪎㪇㪎㪈㪅㪐㪇㪌㪎㪅㪐㪇㪌㪌㪌㪈㪅㪌㪈㪊㪎㪅㪌㪈㪌㪎㪅㪏㪌㪋㪊㪅㪏㪌㪍㪇㪅㪊㪌㪋㪍㪅㪊㪌㪍㪌㪅㪎㪇㪌㪈㪅㪎㪇㪎㪈㪅㪐㪇㪌㪎㪅㪐㪇㪍㪇㪌㪈㪅㪌㪈㪊㪎㪅㪌㪈㪌㪎㪅㪏㪌㪋㪊㪅㪏㪌㪍㪇㪅㪊㪌㪋㪍㪅㪊㪌㪍㪌㪅㪎㪇㪌㪈㪅㪎㪇㪎㪈㪅㪐㪇㪌㪎㪅㪐㪇㪎㪇㪌㪉㪅㪇㪏㪊㪏㪅㪇㪏㪌㪎㪅㪏㪌㪋㪊㪅㪏㪌㪍㪇㪅㪊㪍㪋㪍㪅㪊㪍㪍㪌㪅㪎㪇㪌㪈㪅㪎㪇㪎㪈㪅㪐㪇㪌㪎㪅㪐㪇㪏㪇㪌㪉㪅㪌㪇㪊㪏㪅㪌㪇㪌㪎㪅㪏㪌㪋㪊㪅㪏㪌㪍㪇㪅㪊㪎㪋㪍㪅㪊㪎㪍㪌㪅㪎㪇㪌㪈㪅㪎㪇㪎㪈㪅㪐㪇㪌㪎㪅㪐㪇㪐㪇㪌㪉㪅㪍㪍㪊㪏㪅㪍㪍㪌㪎㪅㪏㪌㪋㪊㪅㪏㪌㪍㪇㪅㪊㪎㪋㪍㪅㪊㪎㪍㪌㪅㪎㪇㪌㪈㪅㪎㪇㪎㪈㪅㪐㪇㪌㪎㪅㪐㪇㪈㪇㪇㪌㪉㪅㪍㪍㪊㪏㪅㪍㪍㪌㪎㪅㪏㪌㪋㪊㪅㪏㪌㪍㪇㪅㪊㪎㪋㪍㪅㪊㪎㪍㪌㪅㪎㪇㪌㪈㪅㪎㪇㪎㪈㪅㪐㪇㪌㪎㪅㪐㪇㪈㪈㪇㪌㪉㪅㪍㪍㪊㪏㪅㪍㪍㪌㪎㪅㪏㪌㪋㪊㪅㪏㪌㪍㪇㪅㪊㪐㪋㪍㪅㪊㪐㪍㪌㪅㪎㪇㪌㪈㪅㪎㪇㪎㪈㪅㪐㪇㪌㪎㪅㪐㪇㪈㪉㪇㪌㪉㪅㪍㪍㪊㪏㪅㪍㪍㪌㪎㪅㪏㪌㪋㪊㪅㪏㪌㪍㪇㪅㪊㪐㪋㪍㪅㪊㪐㪍㪌㪅㪎㪇㪌㪈㪅㪎㪇㪎㪈㪅㪐㪇㪌㪎㪅㪐㪇㪈㪏㪇㪉㪋㪇㪊㪇㪇㪊㪍㪇㪋㪉㪇㪋㪏㪇㪌㪋㪇㪍㪇㪇㪍㪍㪇㪎㪉㪇㪎㪏㪇㪏㪋㪇㪐㪇㪇㪐㪍㪇㪈㪇㪉㪇㪈㪇㪏㪇㪈㪈㪋㪇㪈㪉㪇㪇㪈㪉㪍㪇㪈㪊㪉㪇㪈㪊㪏㪇㪈㪋㪋㪇

㪤㪼㪸㫊㫌㫉㪼㫄㪼㫅㫋㩷㫆㪽㩷㪮㪸㫋㪼㫉㩷㪨㫌㪸㫃㫀㫋㫐㫋㫀㫄㪼㪈㪉㪑㪈㪇㪄㪈㪋㪑㪈㪇㪈㪋㪑㪈㪇㪄㪈㪍㪑㪈㪇㪈㪍㪑㪈㪇㪄㪈㪏㪑㪈㪇㪈㪏㪑㪈㪇㪄㪉㪇㪑㪈㪇㪉㪇㪑㪈㪇㪄㪉㪉㪑㪈㪇㪜㪚㩿㱘㫊㪆㪺㫄㪀㪈㪈㪈㪅㪋㩷㫄㩷㪪㪆㪤㪈㪈㪈㪅㪋㩷㫄㩷㪪㪆㪤㪈㪈㪈㪅㪋㩷㫄㩷㪪㪆㪤㪈㪈㪈㪅㪋㩷㫄㩷㪪㪆㪤㪈㪈㪈㪅㪋㩷㫄㩷㪪㪆㪤㪧㪟㪎㪅㪉㪌㪎㪅㪉㪌㪎㪅㪉㪌㪎㪅㪉㪌㪎㪅㪉㪌㪫㪼㫄㫇㪊㪐㩷㪚㪊㪐㩷㪚㪊㪐㩷㪚㪊㪐㩷㪚㪊㪐㩷㪚

A10-46 㪘㪽㫂㪸㩷㪘㫉㫉㪸㪹㪸㩷㪪㫋㪼㫇㩷㪛㪸㫉㫎㪻㫆㫎㫅㩷㪫㪼㫊㫋

Time(min) 㪇㪈㪇㪇㪉㪇㪇㪊㪇㪇㪋㪇㪇㪌㪇㪇㪍㪇㪇㪎㪇㪇㪇㪅㪇

㪈㪇㪅㪇

㪉㪇㪅㪇

(m) 㪊㪇㪅㪇 Down 㪋㪇㪅㪇 Drow

㪌㪇㪅㪇

㪍㪇㪅㪇

㪎㪇㪅㪇

SͲQCurve

Q(L/s) 㪧㫉㫆㫇㪼㫉㩷㪨㪇㪅㪈㪔㪇㪅㪋㪎㩷㪣㪆㫊㪈㪈㪇 (m) Down Draw

㪈㪇㪇

A10-47 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪪㫀㫋㪼㩷㪥㪸㫄㪼㪑㪘㪝㪢㪘㩷㪘㪩㪩㪘㪙㪘㪛㪸㫋㪼㪑㪉㪉㪄㪉㪋㪃㪦㪺㫋㫆㪹㪼㫉㩷㪉㪇㪈㪇㩷㪪㫋㪸㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪑㪈㪋㪤㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪉㪋㩷㪿㫆㫌㫉㫊㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪧㫌㫄㫇㫀㫅㪾㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪣㪸㫋㪼㩷㩿㪣㪆㫊㪀㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪇㪈㪋㪇㪈㪋㪋㪇㪇㪍㪎㪅㪌㪌㪊㪅㪌㪈㪈㪎㪅㪋㪌㪊㪅㪋㪌㪈㪋㪋㪈㪈㪍㪍㪅㪈㪌㪉㪅㪈㪉㪉㪇㪅㪏㪉㪍㪅㪏㪉㪈㪋㪋㪉㪉㪍㪌㪅㪋㪉㪌㪈㪅㪋㪉㪊㪉㪋㪅㪋㪏㪈㪇㪅㪋㪏㪈㪋㪋㪊㪊㪍㪋㪅㪎㪏㪌㪇㪅㪎㪏㪋㪉㪐㪅㪍㪊㪈㪌㪅㪍㪊㪈㪋㪋㪋㪋㪍㪊㪅㪍㪊㪋㪐㪅㪍㪊㪌㪊㪊㪅㪇㪌㪈㪐㪅㪇㪌㪇㪅㪋㪎㪈㪋㪋㪌㪌㪍㪉㪅㪐㪉㪋㪏㪅㪐㪉㪈㪇㪋㪈㪅㪎㪏㪉㪎㪅㪎㪏㪈㪋㪌㪇㪈㪇㪌㪎㪅㪊㪎㪋㪊㪅㪊㪎㪈㪌㪍㪋㪅㪋㪎㪌㪇㪅㪋㪎㪈㪋㪌㪌㪈㪌㪋㪐㪅㪍㪎㪊㪌㪅㪍㪎㪉㪇㪍㪌㪅㪉㪈㪌㪈㪅㪉㪈㪈㪋㪍㪇㪉㪇㪋㪋㪅㪈㪍㪊㪇㪅㪈㪍㪉㪌㪍㪍㪅㪉㪎㪌㪉㪅㪉㪎㪈㪋㪍㪌㪉㪌㪊㪐㪅㪌㪏㪉㪌㪅㪌㪏㪊㪇㪍㪍㪅㪉㪏㪌㪉㪅㪉㪏㪈㪋㪎㪇㪊㪇㪊㪍㪅㪏㪉㪉㪅㪏㪋㪇㪍㪍㪅㪉㪏㪌㪉㪅㪉㪏㪈㪋㪎㪌㪊㪌㪊㪌㪅㪎㪌㪉㪈㪅㪎㪌㪌㪇㪍㪍㪅㪊㪍㪌㪉㪅㪊㪍㪈㪋㪏㪇㪋㪇㪊㪈㪅㪎㪌㪈㪎㪅㪎㪌㪍㪇㪍㪍㪅㪋㪉㪌㪉㪅㪋㪉㪈㪋㪏㪌㪋㪌㪉㪏㪅㪍㪌㪈㪋㪅㪍㪌㪐㪇㪍㪍㪅㪍㪌㪉㪅㪍㪈㪋㪐㪇㪌㪇㪉㪍㪅㪐㪉㪈㪉㪅㪐㪉㪈㪉㪇㪍㪍㪅㪍㪈㪌㪉㪅㪍㪈㪇㪅㪋㪎㪈㪋㪐㪌㪌㪌㪉㪋㪅㪈㪉㪈㪇㪅㪈㪉㪈㪌㪇㪍㪍㪅㪍㪈㪌㪉㪅㪍㪈㪈㪌㪇㪇㪍㪇㪉㪊㪅㪍㪋㪐㪅㪍㪋㪈㪏㪇㪍㪍㪅㪍㪈㪌㪉㪅㪍㪈㪈㪌㪈㪇㪎㪇㪉㪊㪅㪉㪐㪅㪉㪉㪈㪇㪍㪍㪅㪍㪉㪌㪉㪅㪍㪉㪈㪌㪉㪇㪏㪇㪉㪇㪅㪍㪍㪅㪍㪉㪋㪇㪍㪍㪅㪍㪉㪌㪉㪅㪍㪉㪈㪌㪊㪇㪐㪇㪉㪇㪅㪈㪈㪍㪅㪈㪈㪊㪇㪇㪍㪍㪅㪍㪉㪌㪉㪅㪍㪉㪈㪌㪋㪇㪈㪇㪇㪈㪐㪅㪉㪊㪌㪅㪉㪊㪊㪍㪇㪍㪍㪅㪍㪉㪌㪉㪅㪍㪉㪈㪌㪌㪇㪈㪈㪇㪈㪎㪅㪐㪋㪊㪅㪐㪋㪋㪏㪇㪍㪍㪅㪎㪍㪌㪉㪅㪎㪍㪈㪌㪍㪇㪈㪉㪇㪈㪍㪅㪋㪌㪉㪅㪋㪌㪍㪇㪇㪍㪎㪌㪊㪇㪅㪋㪎㪌㪈㪌㪎㪇㪈㪊㪇㪈㪌㪅㪉㪈㪅㪉㪎㪉㪇㪍㪎㪅㪈㪌㪊㪅㪈㪈㪌㪏㪇㪈㪋㪇㪈㪌㪅㪇㪊㪈㪅㪇㪊㪏㪋㪇㪍㪎㪅㪈㪉㪌㪊㪅㪈㪉㪈㪌㪐㪇㪈㪌㪇㪈㪋㪅㪐㪏㪇㪅㪐㪏㪐㪍㪇㪍㪎㪅㪈㪋㪌㪊㪅㪈㪋㪈㪍㪇㪇㪈㪍㪇㪈㪋㪅㪐㪋㪇㪅㪐㪋㪈㪇㪏㪇㪍㪎㪅㪈㪍㪌㪊㪅㪈㪍㪈㪍㪈㪇㪈㪎㪇㪈㪋㪅㪌㪇㪅㪌㪈㪉㪇㪇㪍㪎㪅㪉㪉㪌㪊㪅㪉㪉㪈㪍㪉㪇㪈㪏㪇㪈㪋㪇㪈㪊㪉㪇㪍㪎㪅㪊㪌㪊㪅㪊㪇㪅㪋㪍㪌㪈㪍㪊㪇㪈㪐㪇㪈㪋㪇㪈㪋㪋㪇㪍㪎㪅㪌㪌㪊㪅㪌㪈㪍㪋㪇㪉㪇㪇

㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀㪇㪉㪇㪇㪋㪇㪇㪍㪇㪇㪏㪇㪇㪈㪇㪇㪇㪈㪉㪇㪇㪈㪋㪇㪇㪈㪍㪇㪇㪈㪏㪇㪇㪇㪈㪇㪉㪇

㪊㪇㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㪋㪇㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪉㪋㪿㫆㫌㫉㫊㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪌㪇㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪍㪇

A10-48 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㪪㫀㫋㪼㩷㪥㪸㫄㪼㪘㪝㪢㪘㩷㪘㪩㪩㪘㪙㪘

㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪧㫌㫄㫇㫀㫅㪾㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪸㫋㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㪣㪆㫊㪀㪇㪈㪋㪇㪈㪈㪎㪅㪋㪌㪊㪅㪋㪌㪉㪉㪇㪅㪏㪉㪍㪅㪏㪉㪊㪉㪋㪅㪋㪏㪈㪇㪅㪋㪏㪋㪉㪐㪅㪍㪊㪈㪌㪅㪍㪊㪌㪊㪊㪅㪇㪌㪈㪐㪅㪇㪌㪇㪅㪋㪎㪈㪇㪋㪈㪅㪎㪏㪉㪎㪅㪎㪏㪈㪌㪍㪋㪅㪋㪎㪌㪇㪅㪋㪎㪉㪇㪍㪌㪅㪉㪈㪌㪈㪅㪉㪈㪉㪌㪍㪍㪅㪉㪎㪌㪉㪅㪉㪎㪊㪇㪍㪍㪅㪉㪏㪌㪉㪅㪉㪏㪋㪇㪍㪍㪅㪉㪏㪌㪉㪅㪉㪏㪌㪇㪍㪍㪅㪊㪍㪌㪉㪅㪊㪍㪍㪇㪍㪍㪅㪋㪉㪌㪉㪅㪋㪉㪐㪇㪍㪍㪅㪍㪌㪉㪅㪍㪈㪉㪇㪍㪍㪅㪍㪈㪌㪉㪅㪍㪈㪇㪅㪋㪎㪈㪌㪇㪍㪍㪅㪍㪈㪌㪉㪅㪍㪈㪈㪏㪇㪍㪍㪅㪍㪈㪌㪉㪅㪍㪈㪉㪈㪇㪍㪍㪅㪍㪉㪌㪉㪅㪍㪉㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪉㪋㪇㪍㪍㪅㪍㪉㪌㪉㪅㪍㪉㩿㪡㪸㪺㫆㪹㩷㪤㪼㫋㪿㫆㪻㪀㪊㪇㪇㪍㪍㪅㪍㪉㪌㪉㪅㪍㪉㪊㪍㪇㪍㪍㪅㪍㪉㪌㪉㪅㪍㪉㪨㪔㪋㪇㪅㪍㫄㪊㪆㪻㪋㪏㪇㪍㪍㪅㪎㪍㪌㪉㪅㪎㪍㪍㪇㪇㪍㪎㪌㪊㪇㪅㪋㪎㪌㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪎㪉㪇㪍㪎㪅㪈㪌㪊㪅㪈㪪㪈㪈㪇㪏㪋㪇㪍㪎㪅㪈㪉㪌㪊㪅㪈㪉㪪㪉㪈㪇㪉㪎㪐㪍㪇㪍㪎㪅㪈㪋㪌㪊㪅㪈㪋㪈㪇㪇㪌㪋㪈㪇㪏㪇㪍㪎㪅㪈㪍㪌㪊㪅㪈㪍㪫㪔㪇㪅㪉㪏㫄㪊㪆㪻㪆㫄㪈㪉㪇㪇㪍㪎㪅㪉㪉㪌㪊㪅㪉㪉㪈㪊㪉㪇㪍㪎㪅㪊㪌㪊㪅㪊㪇㪅㪋㪍㪌㪈㪋㪋㪇㪍㪎㪅㪌㪌㪊㪅㪌㪉㪋㩷㪿㫆㫌㫉㫊㩷㪚㪦㪥㪫㪠㪥㪬㪦㪪㩷㪧㪬㪤㪧㪠㪥㪞㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞

㪇㪈㪇㪉㪇㪊㪇㪋㪇

㪌㪇㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪍㪇㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀

A10-49 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㩿㪩㪼㪺㫆㫍㪼㫉㫐㪀

㪪㫀㫋㪼㩷㪥㪸㫄㪼㪘㪝㪢㪘㩷㪘㪩㪩㪘㪙㪘

㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㫋㪆㫋㩾㪫㫀㫄㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㫄㫀㫅㪀㪈㪋㪋㪇㪇㪍㪎㪅㪌㪌㪊㪅㪌㪈㪋㪋㪈㪈㪍㪍㪅㪈㪌㪉㪅㪈㪈㪋㪋㪇㪈㪋㪋㪉㪉㪍㪌㪅㪋㪉㪌㪈㪅㪋㪉㪎㪉㪇㪈㪋㪋㪊㪊㪍㪋㪅㪎㪏㪌㪇㪅㪎㪏㪋㪏㪇㪈㪋㪋㪋㪋㪍㪊㪅㪍㪊㪋㪐㪅㪍㪊㪊㪍㪇㪈㪋㪋㪌㪌㪍㪉㪅㪐㪉㪋㪏㪅㪐㪉㪉㪏㪏㪈㪋㪌㪇㪈㪇㪌㪎㪅㪊㪎㪋㪊㪅㪊㪎㪈㪋㪋㪈㪋㪌㪌㪈㪌㪋㪐㪅㪍㪎㪊㪌㪅㪍㪎㪐㪍㪈㪋㪍㪇㪉㪇㪋㪋㪅㪈㪍㪊㪇㪅㪈㪍㪎㪉㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪈㪋㪍㪌㪉㪌㪊㪐㪅㪌㪏㪉㪌㪅㪌㪏㪌㪏㩿㪫㪿㪼㫀㫊㩷㪤㪼㫋㪿㫆㪻㪀㪈㪋㪎㪇㪊㪇㪊㪍㪅㪏㪉㪉㪅㪏㪋㪏㪈㪋㪎㪌㪊㪌㪊㪌㪅㪎㪌㪉㪈㪅㪎㪌㪋㪈㪨㪔㪋㪇㪅㪍㪇㪏㫄㪊㪆㪻㪈㪋㪏㪇㪋㪇㪊㪈㪅㪎㪌㪈㪎㪅㪎㪌㪊㪍㪈㪋㪏㪌㪋㪌㪉㪏㪅㪍㪌㪈㪋㪅㪍㪌㪊㪉㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪈㪋㪐㪇㪌㪇㪉㪍㪅㪐㪉㪈㪉㪅㪐㪉㪉㪐㪪㪈㪈㪇㪇㪅㪇㪌㪈㪋㪐㪌㪌㪌㪉㪋㪅㪈㪉㪈㪇㪅㪈㪉㪉㪍㪪㪉㪈㪇㪇㪊㪌㪈㪌㪇㪇㪍㪇㪉㪊㪅㪍㪋㪐㪅㪍㪋㪉㪋㪈㪇㪇㪇㪍㪐㪅㪐㪌㪈㪌㪈㪇㪎㪇㪉㪊㪅㪉㪐㪅㪉㪉㪈㪫㪔㪇㪅㪉㪈㫄㪊㪆㪻㪆㫄㪈㪌㪉㪇㪏㪇㪉㪇㪅㪍㪍㪅㪍㪈㪏㪈㪌㪊㪇㪐㪇㪉㪇㪅㪈㪈㪍㪅㪈㪈㪈㪍㪈㪌㪋㪇㪈㪇㪇㪈㪐㪅㪉㪊㪌㪅㪉㪊㪈㪋㪈㪌㪌㪇㪈㪈㪇㪈㪎㪅㪐㪋㪊㪅㪐㪋㪈㪊㪈㪌㪍㪇㪈㪉㪇㪈㪍㪅㪋㪌㪉㪅㪋㪌㪈㪉㪈㪌㪎㪇㪈㪊㪇㪈㪌㪅㪉㪈㪅㪉㪈㪈㪈㪌㪏㪇㪈㪋㪇㪈㪌㪅㪇㪊㪈㪅㪇㪊㪈㪇㪈㪌㪐㪇㪈㪌㪇㪈㪋㪅㪐㪏㪇㪅㪐㪏㪈㪇㪈㪍㪇㪇㪈㪍㪇㪈㪋㪅㪐㪋㪇㪅㪐㪋㪐㪈㪍㪈㪇㪈㪎㪇㪈㪋㪅㪌㪇㪅㪌㪏㪈㪍㪉㪇㪈㪏㪇㪈㪋㪇㪏㪈㪍㪊㪇㪈㪐㪇㪈㪋㪇㪏

㪩㪼㪺㫆㫍㪼㫉㫐㩷㫋㪼㫊㫋㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞

㪇㪈㪇㪉㪇㪊㪇㪋㪇㪌㪇㪍㪇㪎㪇㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪏㪇㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㫋㪆㫋㩾

A10-50 SUMARRAY OF WELL CONDITION

LOCATION: HAMBOUCTA DATE: 04-06,October 2010

LITHOLOGY WATER LEVEL SUMMARY OF WATER PUMP TEST GEO MARK 0 0-14 sand gravel 5 STEP TEST PROPER Q=4.7 L/S DRAW DOWN= 0.4 M ^ ^ ^ 14-150 ^ ^ ^ ^ ^ ^ ^ ^ ^ baslat lava ^ ^ ^ hard rock 24 HOURS CONTINUOUS UP LIFT ^ ^ ^ ^ ^ ^ UPLIFT Q= 4.7L/S ^ ^ ^ TOTAL Q= 406.1M3 / 24 HOURS 50 ^ ^ ^ in some please DRAW DOWN=0.74 M ^ ^ ^ block lava S.W.L= 58.25 TRANSIMISSIVITY=490.1M2/DAY ^ ^ ^ DWWL= 58.99 ^ ^ ^ 50m below ^ ^ ^ fractured and ^ ^ ^ cracked RECOVERY TEST ^ ^ ^ ^ ^ ^ high premeability REMAINING W L= 58.99 M ^ ^ ^ RECOVERY TIME= 200 MIN ^ ^ ^ TRANSIMISSIVITY=294.1M2/DAY ^ ^ ^ ^ ^ ^ aquifer 70-80m ^ ^ ^ ^ ^ ^ aquifer 90m WATER QUALITY 100 ^ ^ ^ ^ ^ ^ EC= 0.092 S/M ^ ^ ^ PH= 8.25 ^ ^ ^ TEMPERATURE= 31.2CO ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ aquifer 125m ^ ^ ^ ^ ^ ^ 150 ^ ^ ^

A10-51 A10-52 㪪㫋㪼㫇㩷㪻㫉㪸㫎㩷㪻㫆㫎㫅㩷㫋㪼㫊㫋㩷㫉㪼㪺㫆㫉㪻

㪧㫌㫄㫇㫀㫅㪾㩷㪩㪸㫋㪼㪈㫊㫋㩷㫊㫋㪼㫇㪉㫅㪻㩷㫊㫋㪼㫇㪊㫉㪻㩷㫊㫋㪼㫇㪋㫋㪿㩷㫊㫋㪼㫇㪌㫋㪿㩷㫊㫋㪼㫇㽲㪪㫋㪸㫊㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪌㪏㪅㪉㪌㪨㪩㪼㪺㫆㫉㪻㩷㪢㪼㪼㫇㪼㫉㪉㪅㪐㪋㪌㪌㪅㪎㪍㩿㪣㪆㫊㪀㪛㫌㫉㪸㫋㫀㫆㫅㩿㫄㫀㫅㪀㽴䋽㽳䋭㽲㪪㩷㪔㩷㪛㪮㪇㪅㪉㪋㪇㪅㪊㪌㪇㪅㪌㪇㪇㪅㪍㪌㪇㪅㪎㪈㩿㫄㪀

㪈㫊㫋㩷㫊㫋㪼㫇㪉㫅㪻㩷㫊㫋㪼㫇㪊㫉㪻㩷㫊㫋㪼㫇㪋㫋㪿㩷㫊㫋㪼㫇㪌㫋㪿㩷㫊㫋㪼㫇㪫㫀㫄㪼㽳㪮㪸㫋㪼㫉㽴㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㪇㪌㪏㪅㪉㪌㪇㪅㪇㪇㪌㪏㪅㪋㪐㪇㪅㪉㪋㪌㪏㪅㪍㪇㪇㪅㪊㪌㪌㪏㪅㪎㪌㪇㪅㪌㪇㪌㪏㪅㪐㪇㪇㪅㪍㪌㪌㪌㪏㪅㪊㪌㪇㪅㪈㪇㪌㪏㪅㪌㪋㪇㪅㪉㪐㪌㪏㪅㪍㪏㪇㪅㪋㪊㪌㪏㪅㪏㪍㪇㪅㪍㪈㪌㪏㪅㪐㪋㪇㪅㪍㪐㪈㪇㪌㪏㪅㪋㪋㪇㪅㪈㪐㪌㪏㪅㪌㪋㪇㪅㪉㪐㪌㪏㪅㪎㪈㪇㪅㪋㪍㪌㪏㪅㪏㪎㪇㪅㪍㪉㪌㪏㪅㪐㪌㪇㪅㪎㪇㪈㪌㪌㪏㪅㪋㪌㪇㪅㪉㪇㪌㪏㪅㪌㪌㪇㪅㪊㪇㪌㪏㪅㪎㪈㪇㪅㪋㪍㪌㪏㪅㪏㪎㪇㪅㪍㪉㪌㪏㪅㪐㪌㪇㪅㪎㪇㪉㪇㪌㪏㪅㪋㪐㪇㪅㪉㪋㪌㪏㪅㪌㪌㪇㪅㪊㪇㪌㪏㪅㪎㪉㪇㪅㪋㪎㪌㪏㪅㪏㪎㪇㪅㪍㪉㪌㪏㪅㪐㪌㪇㪅㪎㪇㪉㪌㪌㪏㪅㪋㪐㪇㪅㪉㪋㪌㪏㪅㪌㪍㪇㪅㪊㪈㪌㪏㪅㪎㪊㪇㪅㪋㪏㪌㪏㪅㪏㪏㪇㪅㪍㪊㪌㪏㪅㪐㪌㪇㪅㪎㪇㪊㪇㪌㪏㪅㪋㪐㪇㪅㪉㪋㪌㪏㪅㪌㪍㪇㪅㪊㪈㪌㪏㪅㪎㪊㪇㪅㪋㪏㪌㪏㪅㪏㪏㪇㪅㪍㪊㪌㪏㪅㪐㪌㪇㪅㪎㪇㪊㪌㪌㪏㪅㪋㪐㪇㪅㪉㪋㪌㪏㪅㪌㪍㪇㪅㪊㪈㪌㪏㪅㪎㪊㪇㪅㪋㪏㪌㪏㪅㪏㪏㪇㪅㪍㪊㪌㪏㪅㪐㪍㪇㪅㪎㪈㪋㪇㪌㪏㪅㪋㪐㪇㪅㪉㪋㪌㪏㪅㪌㪍㪇㪅㪊㪈㪌㪏㪅㪎㪊㪇㪅㪋㪏㪌㪏㪅㪏㪏㪇㪅㪍㪊㪌㪏㪅㪐㪍㪇㪅㪎㪈㪋㪌㪌㪏㪅㪋㪐㪇㪅㪉㪋㪌㪏㪅㪌㪍㪇㪅㪊㪈㪌㪏㪅㪎㪊㪇㪅㪋㪏㪌㪏㪅㪏㪏㪇㪅㪍㪊㪌㪏㪅㪐㪍㪇㪅㪎㪈㪌㪇㪌㪏㪅㪋㪐㪇㪅㪉㪋㪌㪏㪅㪌㪍㪇㪅㪊㪈㪌㪏㪅㪎㪊㪇㪅㪋㪏㪌㪏㪅㪏㪐㪇㪅㪍㪋㪌㪏㪅㪐㪍㪇㪅㪎㪈㪌㪌㪌㪏㪅㪋㪐㪇㪅㪉㪋㪌㪏㪅㪌㪍㪇㪅㪊㪈㪌㪏㪅㪎㪊㪇㪅㪋㪏㪌㪏㪅㪏㪐㪇㪅㪍㪋㪌㪏㪅㪐㪍㪇㪅㪎㪈㪍㪇㪌㪏㪅㪋㪐㪇㪅㪉㪋㪌㪏㪅㪌㪍㪇㪅㪊㪈㪌㪏㪅㪎㪊㪇㪅㪋㪏㪌㪏㪅㪏㪐㪇㪅㪍㪋㪌㪏㪅㪐㪍㪇㪅㪎㪈㪎㪇㪌㪏㪅㪋㪐㪇㪅㪉㪋㪌㪏㪅㪌㪎㪇㪅㪊㪉㪌㪏㪅㪎㪊㪇㪅㪋㪏㪌㪏㪅㪏㪐㪇㪅㪍㪋㪌㪏㪅㪐㪍㪇㪅㪎㪈㪏㪇㪌㪏㪅㪋㪐㪇㪅㪉㪋㪌㪏㪅㪌㪏㪇㪅㪊㪊㪌㪏㪅㪎㪋㪇㪅㪋㪐㪌㪏㪅㪏㪐㪇㪅㪍㪋㪌㪏㪅㪐㪍㪇㪅㪎㪈㪐㪇㪌㪏㪅㪋㪐㪇㪅㪉㪋㪌㪏㪅㪌㪐㪇㪅㪊㪋㪌㪏㪅㪎㪋㪇㪅㪋㪐㪌㪏㪅㪐㪇㪇㪅㪍㪌㪌㪏㪅㪐㪍㪇㪅㪎㪈㪈㪇㪇㪌㪏㪅㪋㪐㪇㪅㪉㪋㪌㪏㪅㪌㪐㪇㪅㪊㪋㪌㪏㪅㪎㪋㪇㪅㪋㪐㪌㪏㪅㪐㪇㪇㪅㪍㪌㪌㪏㪅㪐㪍㪇㪅㪎㪈㪈㪈㪇㪌㪏㪅㪋㪐㪇㪅㪉㪋㪌㪏㪅㪍㪇㪇㪅㪊㪌㪌㪏㪅㪎㪌㪇㪅㪌㪇㪌㪏㪅㪐㪇㪇㪅㪍㪌㪌㪏㪅㪐㪍㪇㪅㪎㪈㪈㪉㪇㪌㪏㪅㪋㪐㪇㪅㪉㪋㪌㪏㪅㪍㪇㪇㪅㪊㪌㪌㪏㪅㪎㪌㪇㪅㪌㪇㪌㪏㪅㪐㪇㪇㪅㪍㪌㪌㪏㪅㪐㪍㪇㪅㪎㪈㪈㪏㪇㪉㪋㪇㪊㪇㪇㪊㪍㪇㪋㪉㪇㪋㪏㪇㪌㪋㪇㪍㪇㪇㪍㪍㪇㪎㪉㪇㪎㪏㪇㪏㪋㪇㪐㪇㪇㪐㪍㪇㪈㪇㪉㪇㪈㪇㪏㪇㪈㪈㪋㪇㪈㪉㪇㪇㪈㪉㪍㪇㪈㪊㪉㪇㪈㪊㪏㪇㪈㪋㪋㪇

㪤㪼㪸㫊㫌㫉㪼㫄㪼㫅㫋㩷㫆㪽㩷㪮㪸㫋㪼㫉㩷㪨㫌㪸㫃㫀㫋㫐㫋㫀㫄㪼㪈㪉㪑㪇㪇㪄㪈㪋㪑㪇㪇㪈㪋㪑㪇㪇㪄㪈㪍㪑㪇㪇㪈㪍㪑㪇㪇㪄㪈㪏㪑㪇㪇㪈㪏㪑㪇㪇㪄㪉㪇㪑㪇㪇㪉㪇㪑㪇㪇㪄㪉㪉㪑㪇㪇㪜㪚㩿㱘㫊㪆㪺㫄㪀㪇㪅㪇㪐㪉㩷㫊㪆㫄㪇㪅㪇㪐㪉㩷㫊㪆㫄㪇㪅㪇㪐㪉㩷㫊㪆㫄㪇㪅㪇㪐㪉㩷㫊㪆㫄㪇㪅㪇㪐㪉㩷㫊㪆㫄㪧㪟㪏㪅㪉㪌㪏㪅㪉㪌㪏㪅㪉㪌㪏㪅㪉㪌㪏㪅㪉㪌㪫㪼㫄㫇㪊㪈㪅㪉㩷㪚㪊㪈㪅㪉㩷㪚㪊㪈㪅㪉㩷㪚㪊㪈㪅㪉㩷㪚㪊㪈㪅㪉㩷㪚

A10-53 㪟㪸㫄㪹㫆㪺㫋㪸㩷㪪㫋㪼㫇㩷㪛㫉㪸㫎㪻㫆㫎㫅㩷㪫㪼㫊㫋

Time(min)

㪇㪈㪇㪇㪉㪇㪇㪊㪇㪇㪋㪇㪇㪌㪇㪇㪍㪇㪇㪎㪇㪇㪇㪅㪇

㪇㪅㪈

㪇㪅㪉

㪇㪅㪊 (m)

㪇㪅㪋 Down Drow 㪇㪅㪌

㪇㪅㪍

㪇㪅㪎

㪇㪅㪏

SͲQCurve

Q(L/s) 㪧㫉㫆㫇㪼㫉㩷㪨㪋㪅㪌㩷㪣㪆㪪㪇㪅㪈㪈㪈㪇㪇㪅㪈 (m) Down Draw

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A10-54 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪪㫀㫋㪼㩷㪥㪸㫄㪼㪑㪟㪸㫄㪹㫆㪺㫋㪸㪛㪸㫋㪼㪑㪇㪋㪄㪇㪍㪃㪦㪺㫋㫆㪹㪼㫉㩷㪉㪇㪈㪇㩷㪪㫋㪸㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪑㪌㪏㪅㪉㪌䌭㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪧㫌㫄㫇㫀㫅㪾㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪣㪸㫋㪼㩷㩿㪣㪆㫊㪀㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪇㪌㪏㪅㪉㪌㪇㪈㪋㪋㪇㪇㪌㪏㪅㪐㪐㪇㪅㪎㪋㪈㪌㪏㪅㪊㪌㪇㪅㪈㪈㪋㪋㪈㪈㪌㪏㪅㪏㪊㪇㪅㪌㪏㪉㪌㪏㪅㪋㪌㪇㪅㪉㪈㪋㪋㪉㪉㪌㪏㪅㪎㪉㪇㪅㪋㪎㪊㪌㪏㪅㪌㪌㪇㪅㪊㪈㪋㪋㪊㪊㪌㪏㪅㪍㪊㪇㪅㪊㪏㪋㪌㪏㪅㪍㪇㪅㪊㪌㪈㪋㪋㪋㪋㪌㪏㪅㪍㪈㪇㪅㪊㪍㪌㪌㪏㪅㪍㪋㪇㪅㪊㪐㪋㪅㪎㪈㪋㪋㪌㪌㪌㪏㪅㪌㪐㪇㪅㪊㪋㪈㪇㪌㪏㪅㪍㪎㪇㪅㪋㪉㪈㪋㪌㪇㪈㪇㪌㪏㪅㪌㪎㪇㪅㪊㪉㪈㪌㪌㪏㪅㪍㪐㪇㪅㪋㪋㪈㪋㪌㪌㪈㪌㪌㪏㪅㪌㪌㪇㪅㪊㪉㪇㪌㪏㪅㪎㪈㪇㪅㪋㪍㪈㪋㪍㪇㪉㪇㪌㪏㪅㪌㪋㪇㪅㪉㪐㪉㪌㪌㪏㪅㪎㪉㪇㪅㪋㪎㪈㪋㪍㪌㪉㪌㪌㪏㪅㪌㪉㪇㪅㪉㪎㪊㪇㪌㪏㪅㪎㪊㪇㪅㪋㪏㪈㪋㪎㪇㪊㪇㪌㪏㪅㪌㪇㪅㪉㪌㪋㪇㪌㪏㪅㪎㪋㪇㪅㪋㪐㪈㪋㪎㪌㪊㪌㪌㪏㪅㪋㪐㪇㪅㪉㪋㪌㪇㪌㪏㪅㪎㪌㪇㪅㪌㪈㪋㪏㪇㪋㪇㪌㪏㪅㪋㪊㪇㪅㪈㪏㪍㪇㪌㪏㪅㪎㪍㪇㪅㪌㪈㪈㪋㪏㪌㪋㪌㪌㪏㪅㪋㪇㪅㪈㪌㪐㪇㪌㪏㪅㪎㪐㪇㪅㪌㪋㪈㪋㪐㪇㪌㪇㪌㪏㪅㪊㪌㪇㪅㪈㪈㪉㪇㪌㪏㪅㪏㪈㪇㪅㪌㪍㪋㪅㪎㪈㪋㪐㪌㪌㪌㪌㪏㪅㪊㪋㪇㪅㪇㪐㪈㪌㪇㪌㪏㪅㪏㪊㪇㪅㪌㪏㪈㪌㪇㪇㪍㪇㪌㪏㪅㪊㪋㪇㪅㪇㪐㪈㪏㪇㪌㪏㪅㪏㪋㪇㪅㪌㪐㪈㪌㪈㪇㪎㪇㪌㪏㪅㪊㪋㪇㪅㪇㪐㪉㪈㪇㪌㪏㪅㪏㪌㪇㪅㪍㪈㪌㪉㪇㪏㪇㪌㪏㪅㪊㪋㪇㪅㪇㪐㪉㪋㪇㪌㪏㪅㪏㪍㪇㪅㪍㪈㪈㪌㪊㪇㪐㪇㪌㪏㪅㪊㪋㪇㪅㪇㪐㪊㪇㪇㪌㪏㪅㪏㪏㪇㪅㪍㪊㪈㪌㪋㪇㪈㪇㪇㪌㪏㪅㪊㪋㪇㪅㪇㪐㪊㪍㪇㪌㪏㪅㪐㪇㪅㪍㪌㪈㪌㪌㪇㪈㪈㪇㪌㪏㪅㪊㪇㪅㪇㪌㪋㪏㪇㪌㪏㪅㪐㪊㪇㪅㪍㪏㪈㪌㪍㪇㪈㪉㪇㪌㪏㪅㪉㪎㪇㪅㪇㪉㪍㪇㪇㪌㪏㪅㪐㪌㪇㪅㪎㪋㪅㪎㪌㪈㪌㪎㪇㪈㪊㪇㪌㪏㪅㪉㪎㪇㪅㪇㪉㪎㪉㪇㪌㪏㪅㪐㪍㪇㪅㪎㪈㪈㪌㪏㪇㪈㪋㪇㪌㪏㪅㪉㪎㪇㪅㪇㪉㪏㪋㪇㪌㪏㪅㪐㪎㪇㪅㪎㪉㪈㪌㪐㪇㪈㪌㪇㪌㪏㪅㪉㪍㪇㪅㪇㪈㪐㪍㪇㪌㪏㪅㪐㪎㪇㪅㪎㪉㪈㪍㪇㪇㪈㪍㪇㪌㪏㪅㪉㪍㪇㪅㪇㪈㪈㪇㪏㪇㪌㪏㪅㪐㪏㪇㪅㪎㪊㪈㪍㪈㪇㪈㪎㪇㪌㪏㪅㪉㪍㪇㪅㪇㪈㪈㪉㪇㪇㪌㪏㪅㪐㪏㪇㪅㪎㪊㪈㪍㪉㪇㪈㪏㪇㪌㪏㪅㪉㪌㪇㪈㪊㪉㪇㪌㪏㪅㪐㪐㪇㪅㪎㪋㪋㪅㪍㪌㪈㪍㪊㪇㪈㪐㪇㪌㪏㪅㪉㪌㪇㪈㪋㪋㪇㪌㪏㪅㪐㪐㪇㪅㪎㪋㪈㪍㪋㪇㪉㪇㪇㪌㪏㪅㪉㪌㪇

㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀㪇㪉㪇㪇㪋㪇㪇㪍㪇㪇㪏㪇㪇㪈㪇㪇㪇㪈㪉㪇㪇㪈㪋㪇㪇㪈㪍㪇㪇㪈㪏㪇㪇㪇㪇㪅㪈㪇㪅㪉㪇㪅㪊㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪇㪅㪋㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪇㪅㪌

㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪇㪅㪍㪇㪅㪎㪇㪅㪏

A10-55 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪪㫀㫋㪼㩷㪥㪸㫄㪼㪟㪸㫄㪹㫆㪺㫋㪸㪛㪸㫋㪼㪑㪉㪈㪃㪦㪺㫋㫆㪹㪼㫉㩷㪉㪇㪈㪇㩷㪪㫋㪸㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪑㪌㪏㪅㪉㪌䌭

㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪧㫌㫄㫇㫀㫅㪾㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪸㫋㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㪣㪆㫊㪀㪇㪌㪏㪅㪉㪌㪇㪈㪌㪏㪅㪊㪌㪇㪅㪈㪉㪌㪏㪅㪋㪌㪇㪅㪉㪊㪌㪏㪅㪌㪌㪇㪅㪊㪋㪌㪏㪅㪍㪇㪅㪊㪌㪌㪌㪏㪅㪍㪋㪇㪅㪊㪐㪋㪅㪎㪈㪇㪌㪏㪅㪍㪎㪇㪅㪋㪉㪈㪌㪌㪏㪅㪍㪐㪇㪅㪋㪋㪉㪇㪌㪏㪅㪎㪈㪇㪅㪋㪍㪉㪌㪌㪏㪅㪎㪉㪇㪅㪋㪎㪊㪇㪌㪏㪅㪎㪊㪇㪅㪋㪏㪋㪇㪌㪏㪅㪎㪋㪇㪅㪋㪐㪌㪇㪌㪏㪅㪎㪌㪇㪅㪌㪍㪇㪌㪏㪅㪎㪍㪇㪅㪌㪈㪐㪇㪌㪏㪅㪎㪐㪇㪅㪌㪋㪈㪉㪇㪌㪏㪅㪏㪈㪇㪅㪌㪍㪋㪅㪎㪈㪌㪇㪌㪏㪅㪏㪊㪇㪅㪌㪏㪈㪏㪇㪌㪏㪅㪏㪋㪇㪅㪌㪐㪉㪈㪇㪌㪏㪅㪏㪌㪇㪅㪍㪉㪋㪇㪌㪏㪅㪏㪍㪇㪅㪍㪈㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪊㪇㪇㪌㪏㪅㪏㪏㪇㪅㪍㪊㩿㪡㪸㪺㫆㪹㩷㪤㪼㫋㪿㫆㪻㪀㪊㪍㪇㪌㪏㪅㪐㪇㪅㪍㪌㪋㪏㪇㪌㪏㪅㪐㪊㪇㪅㪍㪏㪨㪔㪋㪇㪈㪅㪏㫄㪊㪆㪻㪍㪇㪇㪌㪏㪅㪐㪌㪇㪅㪎㪋㪅㪎㪌㪎㪉㪇㪌㪏㪅㪐㪍㪇㪅㪎㪈㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪏㪋㪇㪌㪏㪅㪐㪎㪇㪅㪎㪉㪪㪈㪈㪇㪇㪅㪋㪉㪐㪍㪇㪌㪏㪅㪐㪎㪇㪅㪎㪉㪪㪉㪈㪇㪇㪇㪅㪌㪎㪈㪇㪏㪇㪌㪏㪅㪐㪏㪇㪅㪎㪊㪈㪇㪇㪇㪇㪅㪎㪉㪈㪉㪇㪇㪌㪏㪅㪐㪏㪇㪅㪎㪊㪫㪔㪋㪐㪇㪅㪈㫄㪊㪆㪻㪆㫄㪈㪊㪉㪇㪌㪏㪅㪐㪐㪇㪅㪎㪋㪋㪅㪍㪌㪈㪋㪋㪇㪌㪏㪅㪐㪐㪇㪅㪎㪋

㪇㪇㪅㪈㪇㪅㪉㪇㪅㪊㪇㪅㪋㪇㪅㪌㪇㪅㪍㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪇㪅㪎㪇㪅㪏㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀

A10-56 㪩㪜㪚㪦㪭㪜㪩㪰㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪪㫀㫋㪼㩷㪥㪸㫄㪼㪟㪸㫄㪹㫆㪺㫋㪸㪛㪸㫋㪼㪑㪇㪋㪄㪇㪌㪃㪦㪺㫋㫆㪹㪼㫉㩷㪉㪇㪈㪇㩷㪪㫋㪸㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪑㪌㪏㪅㪉㪌䌭

㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㫋㪆㫋㩾㪫㫀㫄㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㫄㫀㫅㪀㪈㪋㪋㪇㪇㪌㪏㪅㪐㪐㪇㪅㪎㪋㪈㪋㪋㪈㪈㪌㪏㪅㪏㪊㪇㪅㪌㪏㪈㪋㪋㪇㪈㪋㪋㪉㪉㪌㪏㪅㪎㪉㪇㪅㪋㪎㪎㪉㪇㪈㪋㪋㪊㪊㪌㪏㪅㪍㪊㪇㪅㪊㪏㪋㪏㪇㪈㪋㪋㪋㪋㪌㪏㪅㪍㪈㪇㪅㪊㪍㪊㪍㪇㪈㪋㪋㪌㪌㪌㪏㪅㪌㪐㪇㪅㪊㪋㪉㪏㪏㪈㪋㪌㪇㪈㪇㪌㪏㪅㪌㪎㪇㪅㪊㪉㪈㪋㪋㪈㪋㪌㪌㪈㪌㪌㪏㪅㪌㪌㪇㪅㪊㪐㪍㪈㪋㪍㪇㪉㪇㪌㪏㪅㪌㪋㪇㪅㪉㪐㪎㪉㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪈㪋㪍㪌㪉㪌㪌㪏㪅㪌㪉㪇㪅㪉㪎㪌㪏㩿㪫㪿㪼㫀㫊㩷㪤㪼㫋㪿㫆㪻㪀㪈㪋㪎㪇㪊㪇㪌㪏㪅㪌㪇㪅㪉㪌㪋㪏㪈㪋㪎㪌㪊㪌㪌㪏㪅㪋㪐㪇㪅㪉㪋㪋㪈㪨㪔㪋㪇㪈㪅㪎㪍㫄㪊㪆㪻㪈㪋㪏㪇㪋㪇㪌㪏㪅㪋㪊㪇㪅㪈㪏㪊㪍㪈㪋㪏㪌㪋㪌㪌㪏㪅㪋㪇㪅㪈㪌㪊㪉㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪈㪋㪐㪇㪌㪇㪌㪏㪅㪊㪌㪇㪅㪈㪉㪐㪪㪈㪈㪇㪇㪅㪇㪌㪈㪋㪐㪌㪌㪌㪌㪏㪅㪊㪋㪇㪅㪇㪐㪉㪍㪪㪉㪈㪇㪇㪇㪅㪊㪈㪌㪇㪇㪍㪇㪌㪏㪅㪊㪋㪇㪅㪇㪐㪉㪋㪈㪇㪇㪇㪇㪅㪌㪌㪈㪌㪈㪇㪎㪇㪌㪏㪅㪊㪋㪇㪅㪇㪐㪉㪈㪫㪔㪉㪐㪋㪅㪈㫄㪊㪆㪻㪆㫄㪈㪌㪉㪇㪏㪇㪌㪏㪅㪊㪋㪇㪅㪇㪐㪈㪏㪈㪌㪊㪇㪐㪇㪌㪏㪅㪊㪋㪇㪅㪇㪐㪈㪍㪈㪌㪋㪇㪈㪇㪇㪌㪏㪅㪊㪋㪇㪅㪇㪐㪈㪋㪈㪌㪌㪇㪈㪈㪇㪌㪏㪅㪊㪇㪅㪇㪌㪈㪊㪈㪌㪍㪇㪈㪉㪇㪌㪏㪅㪉㪎㪇㪅㪇㪉㪈㪉㪈㪌㪎㪇㪈㪊㪇㪌㪏㪅㪉㪎㪇㪅㪇㪉㪈㪈㪈㪌㪏㪇㪈㪋㪇㪌㪏㪅㪉㪎㪇㪅㪇㪉㪈㪇㪈㪌㪐㪇㪈㪌㪇㪌㪏㪅㪉㪍㪇㪅㪇㪈㪈㪇㪈㪍㪇㪇㪈㪍㪇㪌㪏㪅㪉㪍㪇㪅㪇㪈㪐㪈㪍㪈㪇㪈㪎㪇㪌㪏㪅㪉㪍㪇㪅㪇㪈㪏㪈㪍㪉㪇㪈㪏㪇㪌㪏㪅㪉㪌㪇㪏㪈㪍㪊㪇㪈㪐㪇㪌㪏㪅㪉㪌㪇㪏㪈㪍㪋㪇㪉㪇㪇㪌㪏㪅㪉㪌㪇㪎

㪇㪇㪅㪈㪇㪅㪉㪇㪅㪊㪇㪅㪋

㪇㪅㪌㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪇㪅㪍㪇㪅㪎㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㫋㪆䌴㵭

A10-57 SUMARRAY OF WELL CONDITION

LOCATION: GELLILE DATE: 06-08,October 2010

LITHOLOGY WATER LEVEL SUMMARY OF WATER PUMP TEST GEO MARK 0 0--6 Sand Gravel 5 STEP TEST ^ ^ ^ S.W.L= 13.15 PROPER Q=3 L/S ^ ^ 6--70 DRAW DOWN= 29 M ^ ^ ^ Porous and fractured ^ ^ Basalt ^ ^ ^ Weathered and cracked ^ ^ into fragments ^ ^ ^ Scoria-like 24 HOURS CONTINUOUS UP LIFT ^ ^ High permeability ^ ^ ^ UPLIFT Q= 3 L/S ^ ^ TOTAL Q= 259.2 M3 / 24 HOURS 50 ^ ^ ^ DRAW DOWN=42.95 M ^ ^ 58m Aquifer DWWL= 56.1 TRANSIMISIVITY=1.7M2/DAY ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 70-150m RECOVERY TEST ^ ^ ^ ^ ^ Basalt Lava REMAINING W L= 42.95 M ^ ^ ^ Slightly Weathered RECOVERY TIME= 260 MIN ^ ^ Hard rock TRANSIMISIVITY=1.7M2/DAY ^ ^ ^ Cracked in part ^ ^ ^ ^ ^ ^ ^ WATER QUALITY 100 ^ ^ ^ ^ ^ 105m Aquifer EC= 0.353 S/M ^ ^ ^ PH= 7.2 ^ ^ TEMPERATURE= 35.1CO ^ ^ ^ 120m Aquifer ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 150 ^ ^ ^

A10-58 A10-59 㪪㫋㪼㫇㩷㪻㫉㪸㫎㩷㪻㫆㫎㫅㩷㫋㪼㫊㫋㩷㫉㪼㪺㫆㫉㪻

㪧㫌㫄㫇㫀㫅㪾㩷㪩㪸㫋㪼㪈㫊㫋㩷㫊㫋㪼㫇㪉㫅㪻㩷㫊㫋㪼㫇㪊㫉㪻㩷㫊㫋㪼㫇㪋㫋㪿㩷㫊㫋㪼㫇㪌㫋㪿㩷㫊㫋㪼㫇㽲㪪㫋㪸㫊㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪈㪊㪅㪈㪌㪨㪩㪼㪺㫆㫉㪻㩷㪢㪼㪼㫇㪼㫉㪈㪅㪉㪈㪉㪅㪍㪎㪊㪅㪊㪊㪊㪅㪍㪋㪋㪅㪇㪇㩿㪣㪆㫊㪀㪛㫌㫉㪸㫋㫀㫆㫅㩿㫄㫀㫅㪀㽴䋽㽳䋭㽲㪪㩷㪔㩷㪛㪮㪏㪅㪐㪍㪉㪏㪅㪈㪉㪊㪋㪅㪏㪌㪋㪈㪅㪈㪏㪋㪉㪅㪉㪍㩿㫄㪀

㪈㫊㫋㩷㫊㫋㪼㫇㪉㫅㪻㩷㫊㫋㪼㫇㪊㫉㪻㩷㫊㫋㪼㫇㪋㫋㪿㩷㫊㫋㪼㫇㪌㫋㪿㩷㫊㫋㪼㫇㪫㫀㫄㪼㽳㪮㪸㫋㪼㫉㽴㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㪇㪈㪊㪅㪈㪌㪇㪅㪇㪇㪉㪉㪅㪈㪈㪏㪅㪐㪍㪋㪈㪅㪉㪎㪉㪏㪅㪈㪉㪋㪏㪅㪇㪇㪊㪋㪅㪏㪌㪌㪋㪅㪊㪊㪋㪈㪅㪈㪏㪌㪈㪐㪅㪏㪇㪍㪅㪍㪌㪊㪇㪅㪎㪉㪈㪎㪅㪌㪎㪋㪌㪅㪈㪌㪊㪉㪅㪇㪇㪌㪊㪅㪉㪈㪋㪇㪅㪇㪍㪌㪋㪅㪊㪊㪋㪈㪅㪈㪏㪈㪇㪈㪐㪅㪐㪋㪍㪅㪎㪐㪊㪊㪅㪈㪐㪉㪇㪅㪇㪋㪋㪍㪅㪋㪉㪊㪊㪅㪉㪎㪌㪊㪅㪊㪊㪋㪇㪅㪈㪏㪌㪋㪅㪊㪊㪋㪈㪅㪈㪏㪈㪌㪈㪐㪅㪐㪐㪍㪅㪏㪋㪊㪌㪅㪋㪉㪉㪉㪅㪉㪎㪋㪎㪅㪉㪉㪊㪋㪅㪇㪎㪌㪊㪅㪌㪋㪋㪇㪅㪊㪐㪌㪋㪅㪊㪊㪋㪈㪅㪈㪏㪉㪇㪉㪇㪅㪉㪏㪎㪅㪈㪊㪊㪍㪅㪈㪎㪉㪊㪅㪇㪉㪋㪎㪅㪏㪇㪊㪋㪅㪍㪌㪌㪊㪅㪍㪇㪋㪇㪅㪋㪌㪌㪋㪅㪊㪊㪋㪈㪅㪈㪏㪉㪌㪉㪇㪅㪋㪏㪎㪅㪊㪊㪊㪍㪅㪌㪉㪉㪊㪅㪊㪎㪋㪎㪅㪏㪉㪊㪋㪅㪍㪎㪌㪊㪅㪏㪈㪋㪇㪅㪍㪍㪌㪋㪅㪊㪊㪋㪈㪅㪈㪏㪊㪇㪉㪇㪅㪌㪏㪎㪅㪋㪊㪊㪍㪅㪍㪉㪉㪊㪅㪋㪎㪋㪎㪅㪏㪉㪊㪋㪅㪍㪎㪌㪊㪅㪐㪇㪋㪇㪅㪎㪌㪌㪋㪅㪊㪊㪋㪈㪅㪈㪏㪊㪌㪉㪇㪅㪍㪉㪎㪅㪋㪎㪊㪍㪅㪍㪉㪉㪊㪅㪋㪎㪋㪎㪅㪏㪉㪊㪋㪅㪍㪎㪌㪋㪅㪇㪇㪋㪇㪅㪏㪌㪌㪋㪅㪊㪊㪋㪈㪅㪈㪏㪋㪇㪉㪇㪅㪎㪎㪎㪅㪍㪉㪊㪍㪅㪍㪉㪉㪊㪅㪋㪎㪋㪎㪅㪏㪊㪊㪋㪅㪍㪏㪌㪋㪅㪈㪊㪋㪇㪅㪐㪏㪌㪋㪅㪊㪊㪋㪈㪅㪈㪏㪋㪌㪉㪇㪅㪏㪋㪎㪅㪍㪐㪊㪍㪅㪍㪉㪉㪊㪅㪋㪎㪋㪎㪅㪏㪊㪊㪋㪅㪍㪏㪌㪋㪅㪉㪇㪋㪈㪅㪇㪌㪌㪋㪅㪊㪊㪋㪈㪅㪈㪏㪌㪇㪉㪇㪅㪐㪍㪎㪅㪏㪈㪊㪍㪅㪍㪉㪉㪊㪅㪋㪎㪋㪎㪅㪏㪊㪊㪋㪅㪍㪏㪌㪋㪅㪉㪌㪋㪈㪅㪈㪇㪌㪌㪅㪋㪈㪋㪉㪅㪉㪍㪌㪌㪉㪈㪅㪈㪌㪏㪅㪇㪇㪊㪍㪅㪍㪉㪉㪊㪅㪋㪎㪋㪎㪅㪏㪊㪊㪋㪅㪍㪏㪌㪋㪅㪉㪏㪋㪈㪅㪈㪊㪌㪌㪅㪋㪈㪋㪉㪅㪉㪍㪍㪇㪉㪈㪅㪊㪈㪏㪅㪈㪍㪊㪍㪅㪍㪉㪉㪊㪅㪋㪎㪋㪎㪅㪏㪊㪊㪋㪅㪍㪏㪌㪋㪅㪊㪊㪋㪈㪅㪈㪏㪌㪌㪅㪋㪈㪋㪉㪅㪉㪍㪎㪇㪉㪈㪅㪌㪍㪏㪅㪋㪈㪊㪎㪅㪈㪏㪉㪋㪅㪇㪊㪋㪏㪅㪇㪇㪊㪋㪅㪏㪌㪌㪋㪅㪊㪊㪋㪈㪅㪈㪏㪌㪌㪅㪋㪈㪋㪉㪅㪉㪍㪏㪇㪉㪈㪅㪎㪉㪏㪅㪌㪎㪊㪏㪅㪐㪇㪉㪌㪅㪎㪌㪋㪏㪅㪇㪇㪊㪋㪅㪏㪌㪌㪋㪅㪊㪊㪋㪈㪅㪈㪏㪌㪌㪅㪋㪈㪋㪉㪅㪉㪍㪐㪇㪉㪈㪅㪐㪇㪏㪅㪎㪌㪊㪐㪅㪎㪎㪉㪍㪅㪍㪉㪋㪏㪅㪇㪇㪊㪋㪅㪏㪌㪌㪋㪅㪊㪊㪋㪈㪅㪈㪏㪌㪌㪅㪋㪈㪋㪉㪅㪉㪍㪈㪇㪇㪉㪉㪅㪇㪉㪏㪅㪏㪎㪋㪇㪅㪊㪎㪉㪎㪅㪉㪉㪋㪏㪅㪇㪇㪊㪋㪅㪏㪌㪌㪋㪅㪊㪊㪋㪈㪅㪈㪏㪌㪌㪅㪋㪈㪋㪉㪅㪉㪍㪈㪈㪇㪉㪉㪅㪇㪏㪏㪅㪐㪊㪋㪇㪅㪐㪇㪉㪎㪅㪎㪌㪋㪏㪅㪇㪇㪊㪋㪅㪏㪌㪌㪋㪅㪊㪊㪋㪈㪅㪈㪏㪌㪌㪅㪋㪈㪋㪉㪅㪉㪍㪈㪉㪇㪉㪉㪅㪈㪈㪏㪅㪐㪍㪋㪈㪅㪉㪎㪉㪏㪅㪈㪉㪋㪏㪅㪇㪇㪊㪋㪅㪏㪌㪌㪋㪅㪊㪊㪋㪈㪅㪈㪏㪌㪌㪅㪋㪈㪋㪉㪅㪉㪍㪈㪏㪇㪉㪋㪇㪊㪇㪇㪊㪍㪇㪋㪉㪇㪋㪏㪇㪌㪋㪇㪍㪇㪇㪍㪍㪇㪎㪉㪇㪎㪏㪇㪏㪋㪇㪐㪇㪇㪐㪍㪇㪈㪇㪉㪇㪈㪇㪏㪇㪈㪈㪋㪇㪈㪉㪇㪇㪈㪉㪍㪇㪈㪊㪉㪇㪈㪊㪏㪇㪈㪋㪋㪇

㪤㪼㪸㫊㫌㫉㪼㫄㪼㫅㫋㩷㫆㪽㩷㪮㪸㫋㪼㫉㩷㪨㫌㪸㫃㫀㫋㫐㫋㫀㫄㪼㪇㪏㪑㪇㪇㪄㪈㪇㪑㪇㪇㪈㪇㪑㪇㪇㪄㪈㪉㪑㪇㪇㪈㪉㪑㪇㪇㪄㪈㪋㪑㪇㪇㪈㪋㪑㪇㪇㪄㪈㪍㪑㪇㪇㪈㪍㪑㪇㪇㪄㪈㪏㪑㪇㪇㪜㪚㩿㱘㫊㪆㪺㫄㪀㪇㪅㪊㪌㪊㩷㫊㪆㫄㪇㪅㪊㪌㪊㩷㫊㪆㫄㪇㪅㪊㪌㪊㩷㫊㪆㫄㪇㪅㪊㪌㪊㩷㫊㪆㫄㪇㪅㪊㪌㪊㩷㫊㪆㫄㪧㪟㪎㪅㪉㪎㪅㪉㪎㪅㪉㪎㪅㪉㪎㪅㪉㪫㪼㫄㫇㪊㪌㪅㪈㩷㪚㪊㪌㪅㪈㩷㪚㪊㪌㪅㪈㩷㪚㪊㪌㪅㪈㩷㪚㪊㪌㪅㪈㩷㪚

A10-60 㪞㫌㪼㫃㫀㫃㪼㩷㪪㫋㪼㫇㩷㪛㪸㫉㫎㪻㫆㫎㫅㩷㪫㪼㫊㫋

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㪇㪈㪇㪇㪉㪇㪇㪊㪇㪇㪋㪇㪇㪌㪇㪇㪍㪇㪇㪎㪇㪇㪇㪅㪇

㪌㪅㪇

㪈㪇㪅㪇

㪈㪌㪅㪇 (m) 㪉㪇㪅㪇 Down 㪉㪌㪅㪇 Drow

㪊㪇㪅㪇

㪊㪌㪅㪇

㪋㪇㪅㪇

㪋㪌㪅㪇

SͲQCurve

Q (L/s) 㪧㪩㪦㪧㪜㪩㪇㪅㪈㪇㪈㪅㪇㪇㪨㪔㪊㩷㪣㪆㪪㪈㪇㪅㪇㪇㪇㪅㪈㪇

㪈㪅㪇㪇 (m) Down Draw

㪈㪇㪅㪇㪇

㪈㪇㪇㪅㪇㪇

A10-61 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪪㫀㫋㪼㩷㪥㪸㫄㪼㪑㪞㪬㪘㪣㪠㪣㪣㪜㪛㪸㫋㪼㪑㪇㪍㪄㪇㪏㪃㪦㪺㫋㫆㪹㪼㫉㩷㪉㪇㪈㪇㩷㪪㫋㪸㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪑㪈㪊㪅㪈㪌㪤

㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪧㫌㫄㫇㫀㫅㪾㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪣㪸㫋㪼㩷㩿㪣㪆㫊㪀㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪇㪈㪊㪅㪈㪌㪇㪈㪋㪋㪇㪇㪌㪍㪅㪈㪋㪉㪅㪐㪌㪈㪉㪈㪅㪋㪌㪏㪅㪊㪈㪋㪋㪈㪈㪌㪉㪊㪏㪅㪏㪌㪉㪉㪎㪅㪌㪍㪈㪋㪅㪋㪈㪈㪋㪋㪉㪉㪌㪈㪅㪎㪊㪏㪅㪌㪌㪊㪊㪊㪅㪊㪊㪉㪇㪅㪈㪏㪈㪋㪋㪊㪊㪌㪈㪅㪊㪊㪏㪅㪈㪌㪋㪊㪐㪉㪌㪅㪏㪌㪈㪋㪋㪋㪋㪌㪈㪅㪉㪊㪏㪅㪇㪌㪌㪋㪈㪅㪌㪉㪏㪅㪊㪌㪈㪋㪋㪌㪌㪌㪇㪅㪈㪊㪍㪅㪐㪌㪈㪇㪋㪐㪅㪍㪎㪊㪍㪅㪌㪉㪈㪋㪌㪇㪈㪇㪋㪈㪅㪐㪏㪉㪏㪅㪏㪊㪈㪌㪌㪌㪅㪋㪋㪉㪅㪉㪌㪈㪋㪌㪌㪈㪌㪊㪏㪅㪈㪈㪉㪋㪅㪐㪍㪉㪇㪌㪌㪅㪋㪋㪉㪅㪉㪌㪈㪋㪍㪇㪉㪇㪊㪊㪅㪌㪍㪉㪇㪅㪋㪈㪉㪌㪌㪌㪅㪋㪋㪉㪅㪉㪌㪈㪋㪍㪌㪉㪌㪉㪏㪅㪐㪏㪈㪌㪅㪏㪊㪊㪇㪌㪌㪅㪋㪋㪉㪅㪉㪌㪈㪋㪎㪇㪊㪇㪉㪏㪅㪈㪏㪈㪌㪅㪇㪊㪋㪇㪌㪌㪅㪋㪋㪉㪅㪉㪌㪈㪋㪎㪌㪊㪌㪉㪍㪅㪊㪋㪈㪊㪅㪈㪐㪌㪇㪌㪌㪅㪋㪋㪉㪅㪉㪌㪈㪋㪏㪇㪋㪇㪉㪊㪅㪐㪈㪇㪅㪎㪌㪍㪇㪌㪌㪅㪋㪋㪉㪅㪉㪌㪈㪋㪏㪌㪋㪌㪉㪇㪅㪎㪏㪎㪅㪍㪊㪐㪇㪌㪌㪅㪋㪋㪉㪅㪉㪌㪈㪋㪐㪇㪌㪇㪈㪐㪅㪉㪉㪍㪅㪇㪎㪈㪉㪇㪌㪌㪅㪋㪊㪋㪉㪅㪉㪏㪈㪋㪐㪌㪌㪌㪈㪏㪅㪎㪎㪌㪅㪍㪉㪈㪌㪇㪌㪌㪅㪋㪊㪋㪉㪅㪉㪏㪈㪌㪇㪇㪍㪇㪈㪏㪅㪉㪌㪌㪅㪈㪈㪏㪇㪌㪌㪅㪋㪊㪋㪉㪅㪉㪏㪈㪌㪈㪇㪎㪇㪈㪏㪅㪈㪈㪋㪅㪐㪍㪉㪈㪇㪌㪌㪅㪋㪊㪋㪉㪅㪉㪏㪈㪌㪉㪇㪏㪇㪈㪏㪅㪇㪐㪋㪅㪐㪋㪉㪋㪇㪌㪌㪅㪋㪊㪋㪉㪅㪉㪏㪈㪌㪊㪇㪐㪇㪈㪎㪅㪐㪋㪅㪎㪌㪊㪇㪇㪌㪌㪅㪋㪊㪋㪉㪅㪉㪏㪈㪌㪋㪇㪈㪇㪇㪈㪎㪅㪉㪈㪋㪅㪇㪍㪊㪍㪇㪌㪌㪅㪋㪊㪋㪉㪅㪉㪏㪈㪌㪌㪇㪈㪈㪇㪈㪍㪅㪇㪏㪉㪅㪐㪊㪋㪏㪇㪌㪌㪅㪌㪋㪉㪅㪊㪌㪈㪌㪍㪇㪈㪉㪇㪈㪍㪅㪇㪌㪉㪅㪐㪍㪇㪇㪌㪌㪅㪌㪊㪋㪉㪅㪊㪏㪈㪌㪎㪇㪈㪊㪇㪈㪌㪅㪐㪌㪉㪅㪏㪎㪉㪇㪌㪌㪅㪌㪊㪋㪉㪅㪊㪏㪈㪌㪏㪇㪈㪋㪇㪈㪌㪅㪊㪊㪉㪅㪈㪏㪏㪋㪇㪌㪌㪅㪍㪋㪉㪅㪋㪌㪈㪌㪐㪇㪈㪌㪇㪈㪌㪅㪈㪈㪅㪐㪌㪐㪍㪇㪌㪌㪅㪍㪋㪉㪅㪋㪌㪈㪍㪇㪇㪈㪍㪇㪈㪋㪅㪏㪏㪈㪅㪎㪊㪈㪇㪏㪇㪌㪌㪅㪍㪌㪋㪉㪅㪌㪈㪍㪈㪇㪈㪎㪇㪈㪋㪅㪍㪌㪈㪅㪌㪈㪉㪇㪇㪌㪌㪅㪍㪌㪋㪉㪅㪌㪈㪍㪉㪇㪈㪏㪇㪈㪋㪅㪊㪈㪅㪈㪌㪈㪊㪉㪇㪌㪍㪅㪈㪋㪉㪅㪐㪌㪊㪈㪍㪊㪇㪈㪐㪇㪈㪋㪅㪇㪌㪇㪅㪐㪈㪋㪋㪇㪌㪍㪅㪈㪋㪉㪅㪐㪌㪈㪍㪋㪇㪉㪇㪇㪈㪊㪅㪏㪇㪅㪍㪌㪈㪍㪌㪇㪉㪈㪇㪈㪊㪅㪋㪋㪇㪅㪉㪐㪈㪍㪍㪇㪉㪉㪇㪈㪊㪅㪉㪍㪇㪅㪈㪈㪈㪍㪎㪇㪉㪊㪇㪈㪊㪅㪈㪏㪇㪅㪇㪊㪈㪍㪏㪇㪉㪊㪇㪈㪊㪅㪈㪍㪇㪅㪇㪈㪈㪍㪐㪇㪉㪋㪇㪈㪊㪅㪈㪍㪇㪅㪇㪈㪈㪎㪇㪇㪉㪍㪇㪈㪊㪅㪈㪌㪇

㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀㪇㪉㪇㪇㪋㪇㪇㪍㪇㪇㪏㪇㪇㪈㪇㪇㪇㪈㪉㪇㪇㪈㪋㪇㪇㪈㪍㪇㪇㪈㪏㪇㪇㪇㪌㪈㪇㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㪈㪌㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪉㪇㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪉㪌㪊㪇㪊㪌㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪋㪇㪋㪌㪌㪇

A10-62 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㪪㫀㫋㪼㩷㪥㪸㫄㪼㪞㪬㪜㪣㪠㪣㪣㪜

㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪧㫌㫄㫇㫀㫅㪾㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪸㫋㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㪣㪆㫊㪀㪇㪈㪊㪅㪈㪌㪇㪈㪉㪈㪅㪋㪌㪏㪅㪊㪉㪉㪎㪅㪌㪍㪈㪋㪅㪋㪈㪊㪊㪊㪅㪊㪊㪉㪇㪅㪈㪏㪋㪊㪐㪉㪌㪅㪏㪌㪌㪋㪈㪅㪌㪉㪏㪅㪊㪌㪈㪇㪋㪐㪅㪍㪎㪊㪍㪅㪌㪉㪈㪌㪌㪌㪅㪋㪋㪉㪅㪉㪌㪉㪇㪌㪌㪅㪋㪋㪉㪅㪉㪌㪉㪌㪌㪌㪅㪋㪋㪉㪅㪉㪌㪊㪇㪌㪌㪅㪋㪋㪉㪅㪉㪌㪋㪇㪌㪌㪅㪋㪋㪉㪅㪉㪌㪌㪇㪌㪌㪅㪋㪋㪉㪅㪉㪌㪍㪇㪌㪌㪅㪋㪋㪉㪅㪉㪌㪐㪇㪌㪌㪅㪋㪋㪉㪅㪉㪌㪈㪉㪇㪌㪌㪅㪋㪊㪋㪉㪅㪉㪏㪈㪌㪇㪌㪌㪅㪋㪊㪋㪉㪅㪉㪏㪈㪏㪇㪌㪌㪅㪋㪊㪋㪉㪅㪉㪏㪉㪈㪇㪌㪌㪅㪋㪊㪋㪉㪅㪉㪏㪉㪋㪇㪌㪌㪅㪋㪊㪋㪉㪅㪉㪏㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪊㪇㪇㪌㪌㪅㪋㪊㪋㪉㪅㪉㪏㩿㪡㪸㪺㫆㪹㩷㪤㪼㫋㪿㫆㪻㪀㪊㪍㪇㪌㪌㪅㪋㪊㪋㪉㪅㪉㪏㪋㪏㪇㪌㪌㪅㪌㪋㪉㪅㪊㪌㪨㪔㪉㪌㪐㪅㪉㫄㪊㪆㪻㪍㪇㪇㪌㪌㪅㪌㪊㪋㪉㪅㪊㪏㪎㪉㪇㪌㪌㪅㪌㪊㪋㪉㪅㪊㪏㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪏㪋㪇㪌㪌㪅㪍㪋㪉㪅㪋㪌㪪㪈㪈㪏㪐㪍㪇㪌㪌㪅㪍㪋㪉㪅㪋㪌㪪㪉㪈㪇㪊㪍㪈㪇㪏㪇㪌㪌㪅㪍㪌㪋㪉㪅㪌㪈㪇㪇㪍㪋㪈㪉㪇㪇㪌㪌㪅㪍㪌㪋㪉㪅㪌㪫㪔㪈㪅㪎㫄㪊㪆㪻㪆㫄㪈㪊㪉㪇㪌㪍㪅㪈㪋㪉㪅㪐㪌㪈㪋㪋㪇㪌㪍㪅㪈㪋㪉㪅㪐㪌㪊

㪉㪋㩷㪿㫆㫌㫉㫊㩷㪚㪦㪥㪫㪠㪥㪬㪦㪪㩷㪧㪬㪤㪧㪠㪥㪞㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞㪇㪈㪇㪉㪇㪊㪇㪋㪇㪌㪇

㪍㪇㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪎㪇㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀

A10-63 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㩿㪩㪼㪺㫆㫍㪼㫉㫐㪀

㪪㫀㫋㪼㩷㪥㪸㫄㪼㪞㫌㪸㫃㫀㫃㫃㪼

㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㫋㪆㫋㩾㪫㫀㫄㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㫄㫀㫅㪀㪈㪋㪋㪇㪇㪌㪍㪅㪈㪋㪉㪅㪐㪌㪈㪋㪋㪈㪈㪌㪉㪊㪏㪅㪏㪌㪈㪋㪋㪇㪈㪋㪋㪉㪉㪌㪈㪅㪎㪊㪏㪅㪌㪌㪎㪉㪇㪈㪋㪋㪊㪊㪌㪈㪅㪊㪊㪏㪅㪈㪌㪋㪏㪇㪈㪋㪋㪋㪋㪌㪈㪅㪉㪊㪏㪅㪇㪌㪊㪍㪇㪈㪋㪋㪌㪌㪌㪇㪅㪈㪊㪍㪅㪐㪌㪉㪏㪏㪈㪋㪌㪇㪈㪇㪋㪈㪅㪐㪏㪉㪏㪅㪏㪊㪈㪋㪋㪈㪋㪌㪌㪈㪌㪊㪏㪅㪈㪈㪉㪋㪅㪐㪍㪐㪍㪈㪋㪍㪇㪉㪇㪊㪊㪅㪌㪍㪉㪇㪅㪋㪈㪎㪉㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪈㪋㪍㪌㪉㪌㪉㪏㪅㪐㪏㪈㪌㪅㪏㪊㪌㪏㩿㪫㪿㪼㫀㫊㩷㪤㪼㫋㪿㫆㪻㪀㪈㪋㪎㪇㪊㪇㪉㪏㪅㪈㪏㪈㪌㪅㪇㪊㪋㪏㪈㪋㪎㪌㪊㪌㪉㪍㪅㪊㪋㪈㪊㪅㪈㪐㪋㪈㪨㪔㪉㪌㪐㪅㪉㫄㪊㪆㪻㪈㪋㪏㪇㪋㪇㪉㪊㪅㪐㪈㪇㪅㪎㪌㪊㪍㪈㪋㪏㪌㪋㪌㪉㪇㪅㪎㪏㪎㪅㪍㪊㪊㪉㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪈㪋㪐㪇㪌㪇㪈㪐㪅㪉㪉㪍㪅㪇㪎㪉㪐㪪㪈㪈㪇㪄㪋㪈㪋㪐㪌㪌㪌㪈㪏㪅㪎㪎㪌㪅㪍㪉㪉㪍㪪㪉㪈㪇㪇㪉㪋㪈㪌㪇㪇㪍㪇㪈㪏㪅㪉㪌㪌㪅㪈㪉㪋㪈㪇㪇㪇㪌㪉㪈㪌㪈㪇㪎㪇㪈㪏㪅㪈㪈㪋㪅㪐㪍㪉㪈㪫㪔㪈㪅㪎㫄㪊㪆㪻㪆㫄㪈㪌㪉㪇㪏㪇㪈㪏㪅㪇㪐㪋㪅㪐㪋㪈㪏㪈㪌㪊㪇㪐㪇㪈㪎㪅㪐㪋㪅㪎㪌㪈㪍㪈㪌㪋㪇㪈㪇㪇㪈㪎㪅㪉㪈㪋㪅㪇㪍㪈㪋㪈㪌㪌㪇㪈㪈㪇㪈㪍㪅㪇㪏㪉㪅㪐㪊㪈㪊㪈㪌㪍㪇㪈㪉㪇㪈㪍㪅㪇㪌㪉㪅㪐㪈㪉㪈㪌㪎㪇㪈㪊㪇㪈㪌㪅㪐㪌㪉㪅㪏㪈㪈㪈㪌㪏㪇㪈㪋㪇㪈㪌㪅㪊㪊㪉㪅㪈㪏㪈㪇㪈㪌㪐㪇㪈㪌㪇㪈㪌㪅㪈㪈㪅㪐㪌㪈㪇㪈㪍㪇㪇㪈㪍㪇㪈㪋㪅㪏㪏㪈㪅㪎㪊㪐㪈㪍㪈㪇㪈㪎㪇㪈㪋㪅㪍㪌㪈㪅㪌㪏㪈㪍㪉㪇㪈㪏㪇㪈㪋㪅㪊㪈㪅㪈㪌㪏㪈㪍㪊㪇㪈㪐㪇㪈㪋㪅㪇㪌㪇㪅㪐㪏㪈㪍㪋㪇㪉㪇㪇㪈㪊㪅㪏㪇㪅㪍㪌㪎㪈㪍㪌㪇㪉㪈㪇㪈㪊㪅㪋㪋㪇㪅㪉㪐㪎㪈㪍㪍㪇㪉㪉㪇㪈㪊㪅㪉㪍㪇㪅㪈㪈㪎㪈㪍㪎㪇㪉㪊㪇㪈㪊㪅㪈㪏㪇㪅㪇㪊㪍㪈㪍㪏㪇㪉㪋㪇㪈㪊㪅㪈㪍㪇㪅㪇㪈㪍㪈㪍㪐㪇㪉㪌㪇㪈㪊㪅㪈㪍㪇㪅㪇㪈㪍㪈㪎㪇㪇㪉㪍㪇㪈㪊㪅㪈㪌㪇㪍

㪩㪼㪺㫆㫍㪼㫉㫐㩷㫋㪼㫊㫋㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞㪇㪈㪇㪉㪇㪊㪇㪋㪇

㪌㪇㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪍㪇㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀

A10-64 SUMARRAY OF WELL CONDITION

LOCATION: MIDDIGARRA DATE: 20-Aug-10

LITHOLOGY WATER LEVEL SUMMARY OF WATER PUMP TEST GEO MARK 0 0-28m S.W.L= 3.9 5 STEP TEST WADI Deposit sand rich gravel with boulder

^ ^ ^ 0-86m ^ ^ ^ ^ ^ basalt DWWL= 30.3 24 HOURS CONTINUOUS UP LIFT ^ ^ weathered and ^ ^ ^ Hydrothermal UPLIFT Q= 6.7 L/S ^ ^ alternation lava TOTAL Q= 578.9 M3 / 24 HOURS 50 ^ ^ ^ DRAW DOWN=26.4M ^ ^ high permeability TRANSMISIVITY=13.2M2/DAY ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ RECOVERY TEST ^ ^ ^ ^ ^ 86-150m REMAINING W L= 26.4M ^ ^ ^ RECOVERY TIME=160 MIN ^ ^ basalt TRANSMISIVITY=8.1M2/DAY ^ ^ ^ weathered into ^ ^ reddish color ^ ^ ^ ^ ^ cracked and WATER QUALITY 100 ^ ^ ^ Fractured ^ ^ into fragment EC= 0.657 S/M ^ ^ ^ with clay seam PH= 7.1 ^ ^ TEMPERATURE= 37CO ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 150 ^ ^ ^

A10-65 A10-66 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪪㫀㫋㪼㩷㪥㪸㫄㪼㪑㪤㪠㪛㪛㪠㪞㪘㪩㪩㪘㪛㪸㫋㪼㪑㪉㪇㪄㪘㫌㪾㪄㪈㪇㪪㫋㪸㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪑㪊㪅㪐㪤㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪉㪋㩷㪿㫆㫌㫉㫊㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪧㫌㫄㫇㫀㫅㪾㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪣㪸㫋㪼㩷㩿㪣㪆㫊㪀㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪇㪊㪅㪐㪇㪈㪋㪋㪇㪇㪊㪇㪅㪊㪉㪍㪅㪋㪈㪈㪇㪅㪈㪉㪍㪅㪉㪉㪈㪋㪋㪈㪈㪉㪏㪅㪎㪊㪉㪋㪅㪏㪊㪉㪈㪌㪅㪊㪈㪈㪅㪋㪈㪋㪋㪉㪉㪉㪌㪅㪏㪉㪈㪅㪐㪊㪈㪏㪅㪇㪏㪈㪋㪅㪈㪏㪈㪋㪋㪊㪊㪉㪇㪅㪌㪐㪈㪍㪅㪍㪐㪋㪈㪏㪅㪊㪌㪈㪋㪅㪋㪌㪈㪋㪋㪋㪋㪈㪎㪅㪏㪌㪈㪊㪅㪐㪌㪌㪈㪏㪅㪏㪈㪋㪅㪐㪈㪋㪋㪌㪌㪈㪍㪅㪈㪈㪉㪅㪉㪈㪇㪈㪐㪅㪈㪉㪈㪌㪅㪉㪉㪈㪋㪌㪇㪈㪇㪈㪊㪅㪎㪐㪅㪏㪈㪌㪈㪐㪅㪉㪈㪌㪅㪊㪍㪅㪎㪈㪋㪌㪌㪈㪌㪈㪊㪅㪌㪐㪅㪍㪉㪇㪈㪐㪅㪉㪋㪈㪌㪅㪊㪋㪍㪅㪎㪈㪋㪍㪇㪉㪇㪈㪊㪅㪋㪎㪐㪅㪌㪎㪉㪌㪈㪐㪅㪉㪌㪈㪌㪅㪊㪌㪈㪋㪍㪌㪉㪌㪈㪊㪅㪉㪍㪐㪅㪊㪍㪊㪇㪈㪐㪅㪉㪌㪈㪌㪅㪊㪌㪈㪋㪎㪇㪊㪇㪈㪊㪅㪈㪐㪐㪅㪉㪐㪋㪇㪈㪐㪅㪉㪍㪈㪌㪅㪊㪍㪈㪋㪎㪌㪊㪌㪈㪊㪅㪈㪈㪐㪅㪉㪈㪌㪇㪈㪐㪅㪉㪍㪈㪌㪅㪊㪍㪈㪋㪏㪇㪋㪇㪈㪊㪅㪇㪌㪐㪅㪈㪌㪍㪇㪈㪐㪅㪉㪍㪈㪌㪅㪊㪍㪈㪋㪏㪌㪋㪌㪈㪉㪅㪇㪌㪏㪅㪈㪌㪐㪇㪈㪐㪅㪊㪊㪈㪌㪅㪋㪊㪈㪋㪐㪇㪌㪇㪈㪈㪅㪐㪏㪈㪉㪇㪉㪈㪅㪏㪌㪈㪎㪅㪐㪌㪈㪋㪐㪌㪌㪌㪈㪇㪅㪇㪏㪍㪅㪈㪏㪈㪌㪇㪉㪊㪅㪍㪐㪈㪐㪅㪎㪐㪍㪅㪎㪈㪌㪇㪇㪍㪇㪐㪅㪈㪈㪌㪅㪉㪈㪈㪏㪇㪉㪋㪅㪏㪋㪉㪇㪅㪐㪋㪈㪌㪈㪇㪎㪇㪏㪅㪍㪎㪋㪅㪎㪎㪉㪈㪇㪉㪌㪅㪊㪌㪉㪈㪅㪋㪌㪈㪌㪉㪇㪏㪇㪎㪅㪏㪐㪊㪅㪐㪐㪉㪋㪇㪉㪌㪅㪐㪈㪉㪉㪅㪇㪈㪈㪌㪊㪇㪐㪇㪎㪅㪇㪌㪊㪅㪈㪌㪊㪇㪇㪉㪍㪅㪏㪏㪉㪉㪅㪐㪏㪈㪌㪋㪇㪈㪇㪇㪍㪅㪊㪉㪅㪋㪊㪍㪇㪉㪎㪅㪉㪋㪉㪊㪅㪊㪋㪈㪌㪌㪇㪈㪈㪇㪌㪅㪎㪌㪈㪅㪏㪌㪋㪏㪇㪉㪐㪅㪇㪌㪉㪌㪅㪈㪌㪍㪅㪎㪈㪌㪍㪇㪈㪉㪇㪌㪅㪇㪌㪈㪅㪈㪌㪍㪇㪇㪉㪐㪅㪉㪐㪉㪌㪅㪊㪐㪈㪌㪎㪇㪈㪊㪇㪋㪅㪊㪋㪇㪅㪋㪋㪎㪉㪇㪉㪐㪅㪍㪎㪉㪌㪅㪎㪎㪈㪌㪏㪇㪈㪋㪇㪋㪅㪉㪇㪅㪊㪏㪋㪇㪉㪐㪅㪏㪌㪉㪌㪅㪐㪌㪈㪌㪐㪇㪈㪌㪇㪋㪅㪈㪈㪇㪅㪉㪈㪐㪍㪇㪊㪇㪅㪈㪌㪉㪍㪅㪉㪌㪍㪅㪎㪈㪍㪇㪇㪈㪍㪇㪊㪅㪐㪇㪈㪇㪏㪇㪊㪇㪅㪈㪐㪉㪍㪅㪉㪐㪈㪉㪇㪇㪊㪇㪅㪉㪍㪉㪍㪅㪊㪍㪈㪊㪉㪇㪊㪇㪅㪊㪉㪍㪅㪋㪈㪋㪋㪇㪊㪇㪅㪊㪉㪍㪅㪋

㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀㪇㪌㪇㪇㪈㪇㪇㪇㪈㪌㪇㪇㪉㪇㪇㪇㪇㪌㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㪈㪇㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪉㪋㪿㫆㫌㫉㫊㪈㪌㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪉㪇㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪉㪌㪊㪇

A10-67 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㪪㫀㫋㪼㩷㪥㪸㫄㪼㪤㪠㪛㪠㪞㪘㪩㪩㪘

㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪧㫌㫄㫇㫀㫅㪾㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪸㫋㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㪣㪆㫊㪀㪇㪊㪅㪐㪊㪅㪐㪈㪈㪇㪅㪈㪉㪍㪅㪉㪉㪉㪈㪌㪅㪊㪈㪈㪅㪋㪊㪈㪏㪅㪇㪏㪈㪋㪅㪈㪏㪋㪈㪏㪅㪊㪌㪈㪋㪅㪋㪌㪌㪈㪏㪅㪏㪈㪋㪅㪐㪈㪇㪈㪐㪅㪈㪉㪈㪌㪅㪉㪉㪈㪌㪈㪐㪅㪉㪈㪌㪅㪊㪍㪅㪎㪉㪇㪈㪐㪅㪉㪋㪈㪌㪅㪊㪋㪍㪅㪎㪉㪌㪈㪐㪅㪉㪌㪈㪌㪅㪊㪌㪊㪇㪈㪐㪅㪉㪌㪈㪌㪅㪊㪌㪋㪇㪈㪐㪅㪉㪍㪈㪌㪅㪊㪍㪌㪇㪈㪐㪅㪉㪍㪈㪌㪅㪊㪍㪍㪇㪈㪐㪅㪉㪍㪈㪌㪅㪊㪍㪐㪇㪈㪐㪅㪊㪊㪈㪌㪅㪋㪊㪈㪉㪇㪉㪈㪅㪏㪌㪈㪎㪅㪐㪌㪈㪌㪇㪉㪊㪅㪍㪐㪈㪐㪅㪎㪐㪍㪅㪎㪈㪏㪇㪉㪋㪅㪏㪋㪉㪇㪅㪐㪋㪉㪈㪇㪉㪌㪅㪊㪌㪉㪈㪅㪋㪌㪉㪋㪇㪉㪌㪅㪐㪈㪉㪉㪅㪇㪈㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪊㪇㪇㪉㪍㪅㪏㪏㪉㪉㪅㪐㪏㩿㪡㪸㪺㫆㪹㩷㪤㪼㫋㪿㫆㪻㪀㪊㪍㪇㪉㪎㪅㪉㪋㪉㪊㪅㪊㪋㪋㪏㪇㪉㪐㪅㪇㪌㪉㪌㪅㪈㪌㪍㪅㪎㪨㪔㪌㪎㪏㪅㪐㫄㪊㪆㪻㪍㪇㪇㪉㪐㪅㪉㪐㪉㪌㪅㪊㪐㪎㪉㪇㪉㪐㪅㪍㪎㪉㪌㪅㪎㪎㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪏㪋㪇㪉㪐㪅㪏㪌㪉㪌㪅㪐㪌㪪㪈㪈㪇㪈㪈㪐㪍㪇㪊㪇㪅㪈㪌㪉㪍㪅㪉㪌㪍㪅㪎㪪㪉㪈㪇㪇㪈㪐㪈㪇㪏㪇㪊㪇㪅㪈㪐㪉㪍㪅㪉㪐㪈㪇㪇㪇㪉㪎㪈㪉㪇㪇㪊㪇㪅㪉㪍㪉㪍㪅㪊㪍㪫㪔㪈㪊㪅㪉㫄㪊㪆㪻㪆㫄㪈㪊㪉㪇㪊㪇㪅㪊㪉㪍㪅㪋㪈㪋㪋㪇㪊㪇㪅㪊㪉㪍㪅㪋

㪉㪋㩷㪿㫆㫌㫉㫊㩷㪚㪦㪥㪫㪠㪥㪬㪦㪪㩷㪧㪬㪤㪧㪠㪥㪞㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞

㪇㪌㪈㪇㪈㪌㪉㪇

㪉㪌㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪊㪇㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀

A10-68 㪩㪜㪚㪦㪭㪜㪩㪰㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㩿㪩㪼㪺㫆㫍㪼㫉㫐㪀

㪪㫀㫋㪼㩷㪥㪸㫄㪼㪤㪠㪛㪠㪞㪘㪩㪩㪘

㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㫋㪆㫋㩾㪫㫀㫄㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㫄㫀㫅㪀㪈㪋㪋㪇㪇㪊㪇㪅㪊㪉㪍㪅㪋㪈㪋㪋㪈㪈㪉㪏㪅㪎㪊㪉㪋㪅㪏㪊㪈㪋㪋㪇㪈㪋㪋㪉㪉㪉㪌㪅㪏㪉㪈㪅㪐㪎㪉㪇㪈㪋㪋㪊㪊㪉㪇㪅㪌㪐㪈㪍㪅㪍㪐㪋㪏㪇㪈㪋㪋㪋㪋㪈㪎㪅㪏㪌㪈㪊㪅㪐㪌㪊㪍㪇㪈㪋㪋㪌㪌㪈㪍㪅㪈㪈㪉㪅㪉㪉㪏㪏㪈㪋㪌㪇㪈㪇㪈㪊㪅㪎㪐㪅㪏㪈㪋㪋㪈㪋㪌㪌㪈㪌㪈㪊㪅㪌㪐㪅㪍㪐㪍㪈㪋㪍㪇㪉㪇㪈㪊㪅㪋㪎㪐㪅㪌㪎㪎㪉㪈㪋㪍㪌㪉㪌㪈㪊㪅㪉㪍㪐㪅㪊㪍㪌㪏㪈㪋㪎㪇㪊㪇㪈㪊㪅㪈㪐㪐㪅㪉㪐㪋㪏㪈㪋㪎㪌㪊㪌㪈㪊㪅㪈㪈㪐㪅㪉㪈㪋㪈㪈㪋㪏㪇㪋㪇㪈㪊㪅㪇㪌㪐㪅㪈㪌㪊㪍㪈㪋㪏㪌㪋㪌㪈㪉㪅㪇㪌㪏㪅㪈㪌㪊㪉㪈㪋㪐㪇㪌㪇㪈㪈㪅㪐㪏㪉㪐㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪈㪋㪐㪌㪌㪌㪈㪇㪅㪇㪏㪍㪅㪈㪏㪉㪍㩿㪫㪿㪼㫀㫊㩷㪤㪼㫋㪿㫆㪻㪀㪈㪌㪇㪇㪍㪇㪐㪅㪈㪈㪌㪅㪉㪈㪉㪋㪈㪌㪈㪇㪎㪇㪏㪅㪍㪎㪋㪅㪎㪎㪉㪈㪨㪔㪌㪎㪏㪅㪏㪏㫄㪊㪆㪻㪈㪌㪉㪇㪏㪇㪎㪅㪏㪐㪊㪅㪐㪐㪈㪏㪈㪌㪊㪇㪐㪇㪎㪅㪇㪌㪊㪅㪈㪌㪈㪍㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪈㪌㪋㪇㪈㪇㪇㪍㪅㪊㪉㪅㪋㪈㪋㪪㪈㪈㪇㪈㪈㪌㪌㪇㪈㪈㪇㪌㪅㪎㪌㪈㪅㪏㪌㪈㪊㪪㪉㪈㪇㪇㪈㪋㪈㪌㪍㪇㪈㪉㪇㪌㪅㪇㪌㪈㪅㪈㪌㪈㪉㪈㪇㪇㪇㪉㪎㪈㪌㪎㪇㪈㪊㪇㪋㪅㪊㪋㪇㪅㪋㪋㪈㪈㪫㪔㪏㪅㪈㫄㪊㪆㪻㪆㫄㪈㪌㪏㪇㪈㪋㪇㪋㪅㪉㪇㪅㪊㪈㪇㪈㪌㪐㪇㪈㪌㪇㪋㪅㪈㪈㪇㪅㪉㪈㪈㪇㪈㪍㪇㪇㪈㪍㪇㪊㪅㪐㪇㪐㪈㪍㪈㪇

㪩㪼㪺㫆㫍㪼㫉㫐㩷㫋㪼㫊㫋㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞

㫋㪆㫋㩾㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㪇㪌㪈㪇㪈㪌㪉㪇㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪉㪌㪊㪇

A10-69 SUMARRAY OF WELL CONDITION

LOCATION: OURABALLIE DATE: 17-Aug-10

LITHOLOGY WATER LEVEL SUMMARY OF WATER PUMP TEST GEO MARK 0 ^ ^ ^ 0-71m ^ ^ 5 STEP TEST ^ ^ ^ basalt ^ ^ weathered ^ ^ ^ cracked and ^ ^ fractured into ^ ^ ^ fragments ^ ^ ^ ^ ^ perous partly S.W.L= 31.1 24 HOURS CONTINUOUS UP LIFT ^ ^ ^ ^ ^ scoria-like UPLIFT Q= 4 L/S ^ ^ TOTAL Q= 345.6 M3 / 24 HOURS 50 ^ ^ ^ high permebility DRAW DOWN=59.05M ^ ^ TRANSMISIVITY=3.0M2/DAY ^ ^ ^ aquifer 65-70m ^ ^ 70-150m RECOVERY TEST sandstone REMAINING W L= 59.05M with minoy mudstone RECOVERY TIME= 90 MIN louse and soft TRANSMISIVITY=2.5M2/DAY

high permeability DWWL= 90.15 partly bearing WATER QUALITY 100 salty meterial EC= 22 M S/M PH= 69.3 TEMPERATURE= 42CO

150

A10-70 A10-71 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪪㫀㫋㪼㩷㪥㪸㫄㪼㪑㪦㪬㪩㪠㪙㪘㪣㪣㪜㪛㪸㫋㪼㪑㪈㪎㪄㪘㫌㪾㪄㪈㪇㪪㫋㪸㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪑㪊㪈㪅㪈㪤㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪉㪋㩷㪿㫆㫌㫉㫊㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪧㫌㫄㫇㫀㫅㪾㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪣㪸㫋㪼㩷㩿㪣㪆㫊㪀㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪇㪊㪈㪅㪈㪇㪈㪋㪋㪇㪇㪐㪇㪅㪈㪌㪌㪐㪅㪇㪌㪈㪊㪈㪅㪎㪊㪇㪅㪍㪊㪈㪋㪋㪈㪈㪏㪇㪅㪉㪈㪋㪐㪅㪈㪈㪉㪋㪊㪅㪈㪉㪈㪉㪅㪇㪉㪈㪋㪋㪉㪉㪎㪎㪅㪎㪋㪍㪅㪍㪊㪋㪊㪅㪐㪈㪉㪅㪏㪈㪋㪋㪊㪊㪎㪇㪅㪈㪉㪊㪐㪅㪇㪉㪋㪋㪌㪅㪈㪐㪈㪋㪅㪇㪐㪈㪋㪋㪋㪋㪍㪈㪅㪇㪎㪉㪐㪅㪐㪎㪌㪋㪍㪅㪇㪐㪈㪋㪅㪐㪐㪈㪋㪋㪌㪌㪌㪌㪅㪉㪎㪉㪋㪅㪈㪎㪈㪇㪋㪎㪅㪐㪈㪍㪅㪏㪈㪋㪌㪇㪈㪇㪌㪈㪅㪐㪋㪉㪇㪅㪏㪋㪈㪌㪋㪐㪅㪎㪊㪈㪏㪅㪍㪊㪋㪈㪋㪌㪌㪈㪌㪋㪐㪅㪐㪐㪈㪏㪅㪏㪐㪉㪇㪌㪉㪅㪊㪈㪉㪈㪅㪉㪈㪋㪈㪋㪍㪇㪉㪇㪋㪐㪅㪇㪌㪈㪎㪅㪐㪌㪉㪌㪌㪌㪅㪊㪉㪋㪅㪉㪈㪋㪍㪌㪉㪌㪋㪎㪅㪏㪐㪈㪍㪅㪎㪐㪊㪇㪌㪍㪅㪉㪎㪉㪌㪅㪈㪎㪈㪋㪎㪇㪊㪇㪋㪎㪅㪈㪈㪍㪋㪇㪌㪐㪅㪈㪏㪉㪏㪅㪇㪏㪈㪋㪎㪌㪊㪌㪋㪌㪅㪉㪎㪈㪋㪅㪈㪎㪌㪇㪍㪈㪅㪈㪈㪊㪇㪅㪇㪈㪈㪋㪏㪇㪋㪇㪋㪈㪅㪊㪈㪇㪅㪉㪍㪇㪍㪈㪅㪐㪉㪊㪇㪅㪏㪉㪈㪋㪏㪌㪋㪌㪊㪎㪅㪈㪉㪍㪅㪇㪉㪐㪇㪍㪉㪅㪌㪌㪊㪈㪅㪋㪌㪈㪋㪐㪇㪌㪇㪊㪋㪅㪈㪊㪈㪉㪇㪍㪋㪅㪇㪉㪊㪉㪅㪐㪉㪈㪋㪐㪌㪌㪌㪊㪉㪅㪎㪈㪅㪍㪈㪌㪇㪍㪋㪅㪋㪋㪊㪊㪅㪊㪋㪋㪈㪌㪇㪇㪍㪇㪊㪉㪅㪍㪋㪈㪅㪌㪋㪈㪏㪇㪍㪋㪅㪐㪏㪊㪊㪅㪏㪏㪈㪌㪈㪇㪎㪇㪊㪈㪅㪐㪇㪅㪏㪉㪈㪇㪍㪌㪅㪉㪏㪊㪋㪅㪈㪏㪈㪌㪉㪇㪏㪇㪊㪈㪅㪉㪇㪅㪈㪉㪋㪇㪍㪎㪅㪇㪌㪊㪌㪅㪐㪌㪈㪌㪊㪇㪐㪇㪊㪈㪅㪈㪇㪊㪇㪇㪍㪐㪅㪈㪈㪊㪏㪅㪇㪈㪊㪍㪇㪎㪏㪅㪇㪏㪋㪍㪅㪐㪏㪋㪏㪇㪏㪋㪅㪈㪏㪌㪊㪅㪇㪏㪋㪍㪇㪇㪏㪌㪅㪈㪉㪌㪋㪅㪇㪉㪎㪉㪇㪏㪌㪅㪏㪈㪌㪋㪅㪎㪈㪏㪋㪇㪏㪍㪅㪐㪉㪌㪌㪅㪏㪉㪐㪍㪇㪏㪎㪅㪏㪈㪌㪍㪅㪎㪈㪋㪈㪇㪏㪇㪏㪏㪅㪍㪊㪌㪎㪅㪌㪊㪈㪉㪇㪇㪏㪐㪅㪐㪍㪌㪏㪅㪏㪍㪈㪊㪉㪇㪐㪇㪅㪈㪌㪐㪈㪋㪋㪇㪐㪇㪅㪈㪌㪌㪐㪅㪇㪌

㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀㪇㪉㪇㪇㪋㪇㪇㪍㪇㪇㪏㪇㪇㪈㪇㪇㪇㪈㪉㪇㪇㪈㪋㪇㪇㪈㪍㪇㪇㪇㪈㪇㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪉㪇㪉㪋㩷㪿㫆㫌㫉㫊㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪊㪇㪋㪇㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪌㪇㪍㪇

A10-72 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㪪㫀㫋㪼㩷㪥㪸㫄㪼㪦㫌㪸㫉㪸㪹㪸㫃㪼㫐

㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪧㫌㫄㫇㫀㫅㪾㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪸㫋㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㪣㪆㫊㪀㪇㪊㪈㪅㪈㪊㪈㪅㪈㪈㪊㪈㪅㪎㪊㪇㪅㪍㪊㪉㪋㪊㪅㪈㪉㪈㪉㪅㪇㪉㪊㪋㪊㪅㪐㪈㪉㪅㪏㪋㪋㪌㪅㪈㪐㪈㪋㪅㪇㪐㪌㪋㪍㪅㪇㪐㪈㪋㪅㪐㪐㪈㪇㪋㪎㪅㪐㪈㪍㪅㪏㪈㪌㪋㪐㪅㪎㪊㪈㪏㪅㪍㪊㪋㪉㪇㪌㪉㪅㪊㪈㪉㪈㪅㪉㪈㪋㪉㪌㪌㪌㪅㪊㪉㪋㪅㪉㪊㪇㪌㪍㪅㪉㪎㪉㪌㪅㪈㪎㪋㪇㪌㪐㪅㪈㪏㪉㪏㪅㪇㪏㪌㪇㪍㪈㪅㪈㪈㪊㪇㪅㪇㪈㪍㪇㪍㪈㪅㪐㪉㪊㪇㪅㪏㪉㪐㪇㪍㪉㪅㪌㪌㪊㪈㪅㪋㪌㪈㪉㪇㪍㪋㪅㪇㪉㪊㪉㪅㪐㪉㪈㪌㪇㪍㪋㪅㪋㪋㪊㪊㪅㪊㪋㪋㪈㪏㪇㪍㪋㪅㪐㪏㪊㪊㪅㪏㪏㪉㪈㪇㪍㪌㪅㪉㪏㪊㪋㪅㪈㪏㪉㪋㪇㪍㪎㪅㪇㪌㪊㪌㪅㪐㪌㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪊㪇㪇㪍㪐㪅㪈㪈㪊㪏㪅㪇㪈㩿㪡㪸㪺㫆㪹㩷㪤㪼㫋㪿㫆㪻㪀㪊㪍㪇㪎㪏㪅㪇㪏㪋㪍㪅㪐㪏㪋㪏㪇㪏㪋㪅㪈㪏㪌㪊㪅㪇㪏㪋㪨㪔㪊㪋㪌㪅㪍㫄㪊㪆㪻㪍㪇㪇㪏㪌㪅㪈㪉㪌㪋㪅㪇㪉㪎㪉㪇㪏㪌㪅㪏㪈㪌㪋㪅㪎㪈㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪏㪋㪇㪏㪍㪅㪐㪉㪌㪌㪅㪏㪉㪪㪈㪈㪇㪈㪍㪐㪍㪇㪏㪎㪅㪏㪈㪌㪍㪅㪎㪈㪋㪪㪉㪈㪇㪇㪊㪎㪈㪇㪏㪇㪏㪏㪅㪍㪊㪌㪎㪅㪌㪊㪈㪇㪇㪇㪌㪏㪈㪉㪇㪇㪏㪐㪅㪐㪍㪌㪏㪅㪏㪍㪫㪔㪊㪅㪇㫄㪊㪆㪻㪆㫄㪈㪊㪉㪇㪐㪇㪅㪈㪌㪐㪈㪋㪋㪇㪐㪇㪅㪈㪌㪌㪐㪅㪇㪌

㪉㪋㩷㪿㫆㫌㫉㫊㩷㪚㪦㪥㪫㪠㪥㪬㪦㪪㩷㪧㪬㪤㪧㪠㪥㪞㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞

㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㪇㪈㪇㪉㪇㪊㪇㪋㪇

㪌㪇㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪍㪇㪎㪇

A10-73 㪩㪜㪚㪦㪭㪜㪩㪰㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㩿㪩㪼㪺㫆㫍㪼㫉㫐㪀

㪪㫀㫋㪼㩷㪥㪸㫄㪼㪦㫌㪸㫉㪸㪹㪸㫃㪼㫐

㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㫋㪆㫋㩾㪫㫀㫄㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㫄㫀㫅㪀㪈㪋㪋㪇㪇㪐㪇㪅㪈㪌㪌㪐㪅㪇㪌㪈㪋㪋㪈㪈㪏㪇㪅㪉㪈㪋㪐㪅㪈㪈㪈㪋㪋㪇㪈㪋㪋㪉㪉㪎㪎㪅㪎㪋㪍㪅㪍㪎㪉㪇㪈㪋㪋㪊㪊㪎㪇㪅㪈㪉㪊㪐㪅㪇㪉㪋㪏㪇㪈㪋㪋㪋㪋㪍㪈㪅㪇㪎㪉㪐㪅㪐㪎㪊㪍㪇㪈㪋㪋㪌㪌㪌㪌㪅㪉㪎㪉㪋㪅㪈㪎㪉㪏㪏㪈㪋㪌㪇㪈㪇㪌㪈㪅㪐㪋㪉㪇㪅㪏㪋㪈㪋㪋㪈㪋㪌㪌㪈㪌㪋㪐㪅㪐㪐㪈㪏㪅㪏㪐㪐㪍㪈㪋㪍㪇㪉㪇㪋㪐㪅㪇㪌㪈㪎㪅㪐㪌㪎㪉㪈㪋㪍㪌㪉㪌㪋㪎㪅㪏㪐㪈㪍㪅㪎㪐㪌㪏㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪈㪋㪎㪇㪊㪇㪋㪎㪅㪈㪈㪍㪋㪏㩿㪫㪿㪼㫀㫊㩷㪤㪼㫋㪿㫆㪻㪀㪈㪋㪎㪌㪊㪌㪋㪌㪅㪉㪎㪈㪋㪅㪈㪎㪋㪈㪈㪋㪏㪇㪋㪇㪋㪈㪅㪊㪈㪇㪅㪉㪊㪍㪨㪔㪊㪋㪌㪅㪍㫄㪊㪆㪻㪈㪋㪏㪌㪋㪌㪊㪎㪅㪈㪉㪍㪅㪇㪉㪊㪉㪈㪋㪐㪇㪌㪇㪊㪋㪅㪈㪊㪉㪐㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪈㪋㪐㪌㪌㪌㪊㪉㪅㪎㪈㪅㪍㪉㪍㪪㪈㪈㪇㪄㪌㪈㪌㪇㪇㪍㪇㪊㪉㪅㪍㪋㪈㪅㪌㪋㪉㪋㪪㪉㪈㪇㪇㪉㪇㪈㪌㪈㪇㪎㪇㪊㪈㪅㪐㪇㪅㪏㪉㪈㪈㪇㪇㪇㪋㪌㪈㪌㪉㪇㪏㪇㪊㪈㪅㪉㪇㪅㪈㪈㪏㪫㪔㪉㪅㪌㫄㪊㪆㪻㪆㫄㪈㪌㪊㪇㪐㪇㪊㪈㪅㪈㪇㪈㪍

㪩㪼㪺㫆㫍㪼㫉㫐㩷㫋㪼㫊㫋㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞

㫋㪆㫋㩾㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㪇㪈㪇㪉㪇㪊㪇㪋㪇㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪌㪇㪍㪇

A10-74 SUMARRAY OF WELL CONDITION

LOCATION: HILBALY DATE:

LITHOLOGY WATER LEVEL SUMMARY OF WATER PUMP TEST GEO MARK 0 0-12M gravel boulder 5 STEP TEST ^ ^ ^ 12-150m NO WATER ^ ^ ^ ^ ^ basalt lava ^ ^ ^ ^ ^ typical lava ^ ^ hard and tight rock ^ ^ ^ 24 HOURS CONTINUOUS UP LIFT ^ ^ cracked is rare NO WATER ^ ^ ^ ^ ^ 50 ^ ^ ^ weathered in some ^ ^ plaeces ^ ^ ^ ^ ^ fresh locally fractured ^ ^ ^ ^ ^ RECOVERY TEST ^ ^ ^ NO WATER ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ WATER QUALITY 100 ^ ^ ^ NO WATER ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 150 ^ ^ ^

A10-75 A10-76 SUMARRAY OF WELL CONDITION

LOCATION: PETIT BARRA DATE:

LITHOLOGY WATER LEVEL SUMMARY OF WATER PUMP TEST GEO MARK 0 ^ ^ 0--150 ^ ^ ^ Basalt Lava 5 STEP TEST ^ ^ Hard and tight rock ^ ^ ^ oartially only cracked ^ ^ Low permeability ^ ^ ^ ^ ^ 0--40m ^ ^ ^ Weathered and fractured ^ ^ with clay seam 24 HOURS CONTINUOUS UP LIFT ^ ^ ^ ^ ^ UPLIFT Q= 7 L/S ^ ^ ^ TOTAL Q= 604.8 M3 / 24 HOURS 50 ^ ^ DRAW DOWN=0.86M ^ ^ ^ 50--55 TRANSMISIVITY=460.6M2/DAY ^ ^ Weathered with clay ^ ^ ^ ^ ^ 60--65 ^ ^ ^ Weathered reddish RECOVERY TEST ^ ^ in color ^ ^ ^ REMAINING W L= 111.76M ^ ^ RECOVERY TIME= 45 MIN ^ ^ ^ TRANSMISIVITY=407.4M2/DAY ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ WATER QUALITY 100 ^ ^ 100m below ^ ^ ^ Cracked and fractured S.W.L= 110.9 EC= 4400 M S/M ^ ^ High permeability DWWL= 111.76 PH= 7.33 ^ ^ ^ TEMPERATURE= 31.7CO ^ ^ 118m below ^ ^ ^ Aquifer rich ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 150 ^ ^

A10-77 A10-78 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪪㫀㫋㪼㩷㪥㪸㫄㪼㪑㪧㪜㪫㪠㪫㩷㪙㪘㪩㪩㪘㪛㪸㫋㪼㪑㪋㪄㪘㫌㪾㪄㪈㪇㪪㫋㪸㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪑㪈㪈㪇㪅㪐㪤㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪉㪋㩷㪿㫆㫌㫉㫊㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪧㫌㫄㫇㫀㫅㪾㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪛㫉㪸㫎㩷㪛㫆㫎㫅㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪣㪸㫋㪼㩷㩿㪣㪆㫊㪀㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㩷㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㪇㪈㪈㪇㪅㪐㪇㪈㪋㪋㪇㪇㪈㪈㪈㪅㪎㪍㪇㪅㪏㪍㪈㪈㪈㪈㪅㪇㪈㪇㪅㪈㪈㪈㪋㪋㪈㪈㪈㪈㪈㪅㪌㪇㪅㪍㪉㪈㪈㪈㪅㪇㪋㪇㪅㪈㪋㪈㪋㪋㪉㪉㪈㪈㪈㪅㪊㪋㪇㪅㪋㪋㪊㪈㪈㪈㪅㪈㪈㪇㪅㪉㪈㪈㪋㪋㪊㪊㪈㪈㪈㪅㪊㪇㪅㪋㪋㪈㪈㪈㪅㪈㪋㪇㪅㪉㪋㪈㪋㪋㪋㪋㪈㪈㪈㪅㪉㪏㪇㪅㪊㪏㪌㪈㪈㪈㪅㪈㪎㪇㪅㪉㪎㪈㪋㪋㪌㪌㪈㪈㪈㪅㪉㪇㪅㪊㪈㪇㪈㪈㪈㪅㪉㪊㪇㪅㪊㪊㪈㪋㪌㪇㪈㪇㪈㪈㪈㪅㪈㪎㪇㪅㪉㪎㪈㪌㪈㪈㪈㪅㪉㪌㪇㪅㪊㪌㪍㪅㪎㪈㪋㪌㪌㪈㪌㪈㪈㪈㪅㪈㪉㪇㪅㪉㪉㪉㪇㪈㪈㪈㪅㪉㪏㪇㪅㪊㪏㪍㪅㪎㪈㪋㪍㪇㪉㪇㪈㪈㪈㪅㪇㪐㪇㪅㪈㪐㪉㪌㪈㪈㪈㪅㪊㪇㪅㪋㪈㪋㪍㪌㪉㪌㪈㪈㪈㪅㪇㪎㪇㪅㪈㪎㪊㪇㪈㪈㪈㪅㪊㪊㪇㪅㪋㪊㪈㪋㪎㪇㪊㪇㪈㪈㪈㪅㪇㪋㪇㪅㪈㪋㪋㪇㪈㪈㪈㪅㪊㪋㪇㪅㪋㪋㪈㪋㪎㪌㪊㪌㪈㪈㪈㪇㪅㪈㪌㪇㪈㪈㪈㪅㪊㪍㪇㪅㪋㪍㪈㪋㪏㪇㪋㪇㪈㪈㪇㪅㪐㪍㪇㪅㪇㪍㪍㪇㪈㪈㪈㪅㪊㪎㪇㪅㪋㪎㪈㪋㪏㪌㪋㪌㪈㪈㪇㪅㪐㪇㪐㪇㪈㪈㪈㪅㪋㪇㪅㪌㪈㪉㪇㪈㪈㪈㪅㪋㪊㪇㪅㪌㪊㪈㪌㪇㪈㪈㪈㪅㪋㪋㪇㪅㪌㪋㪍㪅㪎㪈㪏㪇㪈㪈㪈㪅㪋㪍㪇㪅㪌㪍㪉㪈㪇㪈㪈㪈㪅㪋㪎㪇㪅㪌㪎㪉㪋㪇㪈㪈㪈㪅㪌㪈㪇㪅㪍㪈㪊㪇㪇㪈㪈㪈㪅㪌㪋㪇㪅㪍㪋㪊㪍㪇㪈㪈㪈㪅㪌㪏㪇㪅㪍㪏㪋㪏㪇㪈㪈㪈㪅㪍㪇㪅㪎㪍㪅㪎㪍㪇㪇㪈㪈㪈㪅㪍㪎㪇㪅㪎㪎㪎㪉㪇㪈㪈㪈㪅㪎㪉㪇㪅㪏㪉㪏㪋㪇㪈㪈㪈㪅㪎㪊㪇㪅㪏㪊㪐㪍㪇㪈㪈㪈㪅㪎㪊㪇㪅㪏㪊㪍㪅㪎㪈㪇㪏㪇㪈㪈㪈㪅㪎㪋㪇㪅㪏㪋㪈㪉㪇㪇㪈㪈㪈㪅㪎㪋㪇㪅㪏㪋㪈㪊㪉㪇㪈㪈㪈㪅㪎㪌㪇㪅㪏㪌㪈㪋㪋㪇㪈㪈㪈㪅㪎㪍㪇㪅㪏㪍

㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀㪇㪉㪇㪇㪋㪇㪇㪍㪇㪇㪏㪇㪇㪈㪇㪇㪇㪈㪉㪇㪇㪈㪋㪇㪇㪈㪍㪇㪇㪇

㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㪫㪼㫊㫋㩷㪉㪋㩷㪿㫆㫌㫉㫊㪇㪅㪌㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀

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A10-79 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㪪㫀㫋㪼㩷㪥㪸㫄㪼㪧㪜㪫㪠㪫㩷㪙㪘㪩㪩㪘

㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪧㫌㫄㫇㫀㫅㪾㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪸㫋㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㪣㪆㫊㪀㪇㪈㪈㪇㪅㪐㪈㪈㪇㪅㪐㪈㪈㪈㪈㪅㪇㪈㪇㪅㪈㪈㪉㪈㪈㪈㪅㪇㪋㪇㪅㪈㪋㪊㪈㪈㪈㪅㪈㪈㪇㪅㪉㪈㪋㪈㪈㪈㪅㪈㪋㪇㪅㪉㪋㪌㪈㪈㪈㪅㪈㪎㪇㪅㪉㪎㪈㪇㪈㪈㪈㪅㪉㪊㪇㪅㪊㪊㪈㪌㪈㪈㪈㪅㪉㪌㪇㪅㪊㪌㪍㪅㪎㪉㪇㪈㪈㪈㪅㪉㪏㪇㪅㪊㪏㪍㪅㪎㪉㪌㪈㪈㪈㪅㪊㪇㪅㪋㪊㪇㪈㪈㪈㪅㪊㪊㪇㪅㪋㪊㪋㪇㪈㪈㪈㪅㪊㪋㪇㪅㪋㪋㪌㪇㪈㪈㪈㪅㪊㪍㪇㪅㪋㪍㪍㪇㪈㪈㪈㪅㪊㪎㪇㪅㪋㪎㪐㪇㪈㪈㪈㪅㪋㪇㪅㪌㪈㪉㪇㪈㪈㪈㪅㪋㪊㪇㪅㪌㪊㪈㪌㪇㪈㪈㪈㪅㪋㪋㪇㪅㪌㪋㪍㪅㪎㪈㪏㪇㪈㪈㪈㪅㪋㪍㪇㪅㪌㪍㪉㪈㪇㪈㪈㪈㪅㪋㪎㪇㪅㪌㪎㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪉㪋㪇㪈㪈㪈㪅㪌㪈㪇㪅㪍㪈㩿㪡㪸㪺㫆㪹㩷㪤㪼㫋㪿㫆㪻㪀㪊㪇㪇㪈㪈㪈㪅㪌㪋㪇㪅㪍㪋㪊㪍㪇㪈㪈㪈㪅㪌㪏㪇㪅㪍㪏㪨㪔㪌㪎㪏㪅㪐㫄㪊㪆㪻㪋㪏㪇㪈㪈㪈㪅㪍㪇㪅㪎㪍㪅㪎㪍㪇㪇㪈㪈㪈㪅㪍㪎㪇㪅㪎㪎㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪎㪉㪇㪈㪈㪈㪅㪎㪉㪇㪅㪏㪉㪪㪈㪈㪇㪇㪅㪊㪊㪏㪋㪇㪈㪈㪈㪅㪎㪊㪇㪅㪏㪊㪪㪉㪈㪇㪇㪇㪅㪌㪍㪐㪍㪇㪈㪈㪈㪅㪎㪊㪇㪅㪏㪊㪍㪅㪎㪈㪇㪇㪇㪇㪅㪎㪐㪈㪇㪏㪇㪈㪈㪈㪅㪎㪋㪇㪅㪏㪋㪫㪔㪋㪍㪇㪅㪍㫄㪊㪆㪻㪆㫄㪈㪉㪇㪇㪈㪈㪈㪅㪎㪋㪇㪅㪏㪋㪈㪊㪉㪇㪈㪈㪈㪅㪎㪌㪇㪅㪏㪌㪈㪋㪋㪇㪈㪈㪈㪅㪎㪍㪇㪅㪏㪍

㪉㪋㩷㪿㫆㫌㫉㫊㩷㪚㪦㪥㪫㪠㪥㪬㪦㪪㩷㪧㪬㪤㪧㪠㪥㪞㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞

㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㪇

㪇㪅㪌㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀

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A10-80 㪩㪜㪚㪦㪭㪜㪩㪰㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㩿㪩㪼㪺㫆㫍㪼㫉㫐㪀

㪪㫀㫋㪼㩷㪥㪸㫄㪼㪧㪜㪫㪠㪫㩷㪙㪘㪩㪩㪘

㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㫋㪆㫋㩾㪫㫀㫄㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㫄㫀㫅㪀㪈㪋㪋㪇㪇㪈㪈㪈㪅㪎㪍㪇㪅㪏㪍㪈㪋㪋㪈㪈㪈㪈㪈㪅㪌㪇㪅㪍㪈㪋㪋㪇㪈㪋㪋㪉㪉㪈㪈㪈㪅㪊㪋㪇㪅㪋㪋㪎㪉㪇㪈㪋㪋㪊㪊㪈㪈㪈㪅㪊㪇㪅㪋㪋㪏㪇㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪈㪋㪋㪋㪋㪈㪈㪈㪅㪉㪏㪇㪅㪊㪏㪊㪍㪇㩿㪫㪿㪼㫀㫊㩷㪤㪼㫋㪿㫆㪻㪀㪈㪋㪋㪌㪌㪈㪈㪈㪅㪉㪇㪅㪊㪉㪏㪏㪈㪋㪌㪇㪈㪇㪈㪈㪈㪅㪈㪎㪇㪅㪉㪎㪈㪋㪋㪨㪔㪌㪎㪏㪅㪏㪏㫄㪊㪆㪻㪈㪋㪌㪌㪈㪌㪈㪈㪈㪅㪈㪉㪇㪅㪉㪉㪐㪍㪈㪋㪍㪇㪉㪇㪈㪈㪈㪅㪇㪐㪇㪅㪈㪐㪎㪉㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪈㪋㪍㪌㪉㪌㪈㪈㪈㪅㪇㪎㪇㪅㪈㪎㪌㪏㪪㪈㪈㪇㪄㪇㪅㪇㪊㪈㪋㪎㪇㪊㪇㪈㪈㪈㪅㪇㪋㪇㪅㪈㪋㪋㪏㪪㪉㪈㪇㪇㪇㪅㪉㪊㪈㪋㪎㪌㪊㪌㪈㪈㪈㪇㪅㪈㪋㪈㪈㪇㪇㪇㪇㪅㪋㪐㪈㪋㪏㪇㪋㪇㪈㪈㪇㪅㪐㪍㪇㪅㪇㪍㪊㪍㪫㪔㪋㪇㪎㪅㪋㫄㪊㪆㪻㪆㫄㪈㪋㪏㪌㪋㪌㪈㪈㪇㪅㪐㪇㪊㪉

㪩㪼㪺㫆㫍㪼㫉㫐㩷㫋㪼㫊㫋㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞

㫋㪆㫋㩾㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪈㪇㪇㪇㪇㪇

㪇㪅㪌㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀

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A10-81 SUMARRAY OF WELL CONDITION

LOCATION: PK30 DATE:

LITHOLOGY WATER LEVEL SUMMARY OF WATER PUMP TEST GEO MARK 0 ^ ^ ^ 0--150 ^ ^ Basalt 5 STEP TEST ^ ^ ^ Typical Lava ^ ^ Vertical joint developped Not done ^ ^ ^ Hard and tight rock due to short discharge ^ ^ Slightly cracked ^ ^ ^ Low permeability ^ ^ ^ ^ ^ 0--40 CONTINUOUS UP LIFT ^ ^ slightly weathered ^ ^ ^ UPLIFT Q= 0.27 L/S ^ ^ TOTAL Q= 0,95m3 / HOUR 50 ^ ^ ^ DRAW DOWN=47.6M ^ ^ TRANSIMISIVITY=0.14M2/DAY ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ RECOVERY TEST ^ ^ ^ ^ ^ REMAINING W L=47.6 M ^ ^ ^ RECOVERY TIME= 130 MIN ^ ^ TRANSIMISIVITY=0.21M2/DAY ^ ^ ^ ^ ^ 90m below ^ ^ ^ Cracked and fractured S.W.L= 81.9 ^ ^ in some places WATER QUALITY 100 ^ ^ ^ ^ ^ Low permeability EC= 552 uS/cm ^ ^ ^ PH= 7.3 ^ ^ TEMPERATURE= 38.3 CO ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ DWWL= 128.90 ^ ^ ^ ^ ^ 150 ^ ^ ^

A10-82 A10-83 㪪㫋㪼㫇㩷㪻㫉㪸㫎㩷㪻㫆㫎㫅㩷㫋㪼㫊㫋㩷㫉㪼㪺㫆㫉㪻㩷㩷㪧㪢㪄㪊㪇

㪧㫌㫄㫇㫀㫅㪾㩷㪩㪸㫋㪼㪈㫊㫋㩷㫊㫋㪼㫇㪉㫅㪻㩷㫊㫋㪼㫇㪊㫉㪻㩷㫊㫋㪼㫇㪋㫋㪿㩷㫊㫋㪼㫇㪌㫋㪿㩷㫊㫋㪼㫇㽲㪪㫋㪸㫊㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪏㪈㪅㪐㪨㪩㪼㪺㫆㫉㪻㩷㪢㪼㪼㫇㪼㫉㪇㪅㪊㪊㪇㪅㪋㪋㩿㪣㪆㫊㪀㪛㫌㫉㪸㫋㫀㫆㫅㩿㫄㫀㫅㪀㽴䋽㽳䋭㽲㪪㩷㪔㩷㪛㪮㪋㪎㪅㪍㪇㪋㪎㪅㪍㪇㪇㪅㪇㪇㪇㪅㪇㪇㪇㪅㪇㪇㩿㫄㪀

㪈㫊㫋㩷㫊㫋㪼㫇㪉㫅㪻㩷㫊㫋㪼㫇㪊㫉㪻㩷㫊㫋㪼㫇㪋㫋㪿㩷㫊㫋㪼㫇㪌㫋㪿㩷㫊㫋㪼㫇㪫㫀㫄㪼㽳㪮㪸㫋㪼㫉㽴㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪮㪸㫋㪼㫉㪛㫉㪸㫎㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪼㫍㪼㫃㪛㫆㫎㫅㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㩿㪞㪣㪄㫄㪀㩿㫄㪀㪇㪏㪈㪅㪐㪇㪇㪅㪇㪇㪏㪈㪅㪐㪇㪇㪅㪇㪇㪌㪐㪍㪅㪊㪇㪈㪋㪅㪋㪇㪈㪇㪇㪅㪌㪌㪈㪏㪅㪍㪌㪈㪇㪈㪇㪊㪅㪍㪌㪉㪈㪅㪎㪌㪈㪉㪏㪅㪇㪇㪋㪍㪅㪈㪇㪈㪌㪈㪈㪈㪅㪈㪇㪉㪐㪅㪉㪇㪈㪉㪏㪅㪇㪇㪋㪍㪅㪈㪇㪉㪇㪈㪉㪏㪅㪇㪇㪋㪍㪅㪈㪇㪈㪉㪏㪅㪇㪇㪋㪍㪅㪈㪇㪉㪌㪈㪉㪏㪅㪉㪇㪋㪍㪅㪊㪇㪈㪉㪏㪅㪇㪇㪋㪍㪅㪈㪇㪊㪇㪈㪉㪐㪅㪇㪇㪋㪎㪅㪈㪇㪈㪉㪏㪅㪇㪇㪋㪍㪅㪈㪇㪊㪌㪈㪉㪐㪅㪇㪇㪋㪎㪅㪈㪇㪈㪉㪏㪅㪇㪇㪋㪍㪅㪈㪇㪋㪇㪈㪉㪐㪅㪇㪇㪋㪎㪅㪈㪇㪈㪉㪏㪅㪇㪇㪋㪍㪅㪈㪇㪋㪌㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪈㪉㪏㪅㪉㪇㪋㪍㪅㪊㪇㪌㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪈㪉㪐㪅㪇㪇㪋㪎㪅㪈㪇㪌㪌㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪈㪉㪐㪅㪇㪇㪋㪎㪅㪈㪇㪍㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪎㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪏㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪐㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪈㪇㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪈㪈㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪈㪉㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪈㪏㪇㪉㪋㪇㪊㪇㪇㪊㪍㪇㪋㪉㪇㪋㪏㪇㪌㪋㪇㪍㪇㪇㪍㪍㪇㪎㪉㪇㪎㪏㪇㪏㪋㪇㪐㪇㪇㪐㪍㪇㪈㪇㪉㪇㪈㪇㪏㪇㪈㪈㪋㪇㪈㪉㪇㪇㪈㪉㪍㪇㪈㪊㪉㪇㪈㪊㪏㪇㪈㪋㪋㪇

㪤㪼㪸㫊㫌㫉㪼㫄㪼㫅㫋㩷㫆㪽㩷㪮㪸㫋㪼㫉㩷㪨㫌㪸㫃㫀㫋㫐㫋㫀㫄㪼㪈㪉㪑㪇㪇㪄㪈㪋㪑㪇㪇㪈㪋㪑㪇㪇㪄㪈㪍㪑㪇㪇㪜㪚㩿㱘㫊㪆㪺㫄㪀㪌㪌㪉㩷㫌㪪㪆㪺㫄㪌㪌㪉㩷㫌㪪㪆㪺㫄㪧㪟㪎㪅㪊㪎㪅㪊㪫㪼㫄㫇㪊㪏㪅㪍㩷㪚㪊㪏㪅㪍㩷㪚

A10-84 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪪㫀㫋㪼㩷㪥㪸㫄㪼㪧㪢㪊㪇㪛㪸㫋㪼㪑㪪㫋㪸㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪑㪏㪈㪅㪐㪤

㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪉㪋㩷㪿㫆㫌㫉㫊㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪧㫌㫄㫇㫀㫅㪾㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪸㫋㪼㩷㩿㪣㪆㫊㪀㪫㫀㫄㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㫄㫀㫅㪀㪇㪏㪈㪅㪐㪇㪇㪍㪇㪇㪇㪈㪉㪐㪅㪇㪇㪋㪎㪅㪈㪇㪈㪐㪍㪅㪊㪇㪈㪋㪅㪋㪍㪇㪈㪈㪈㪉㪇㪅㪇㪇㪊㪏㪅㪈㪇㪉㪈㪇㪊㪅㪍㪌㪉㪈㪅㪏㪍㪇㪉㪉㪈㪈㪋㪅㪉㪇㪊㪉㪅㪊㪇㪊㪈㪈㪈㪅㪈㪇㪉㪐㪅㪉㪍㪇㪊㪊㪈㪇㪐㪅㪌㪇㪉㪎㪅㪍㪇㪋㪈㪉㪏㪅㪇㪇㪋㪍㪅㪈㪍㪇㪋㪋㪈㪇㪌㪅㪏㪇㪉㪊㪅㪐㪇㪌㪈㪉㪏㪅㪉㪇㪋㪍㪅㪊㪍㪇㪌㪌㪈㪇㪊㪅㪈㪇㪉㪈㪅㪉㪇㪈㪇㪈㪉㪐㪅㪇㪇㪋㪎㪅㪈㪍㪈㪇㪈㪇㪐㪎㪅㪋㪇㪈㪌㪅㪌㪇㪈㪌㪈㪉㪐㪅㪇㪇㪋㪎㪅㪈㪍㪈㪌㪈㪌㪐㪊㪅㪈㪇㪈㪈㪅㪉㪇㪉㪇㪈㪉㪐㪅㪇㪇㪋㪎㪅㪈㪇㪅㪋㪊㪍㪉㪇㪉㪇㪐㪇㪅㪐㪇㪐㪅㪇㪇㪉㪌㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪍㪉㪌㪉㪌㪏㪐㪅㪋㪇㪎㪅㪌㪇㪊㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪅㪋㪊㪍㪊㪇㪊㪇㪏㪎㪅㪎㪉㪌㪅㪏㪉㪋㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪍㪊㪌㪊㪌㪏㪎㪅㪋㪊㪌㪅㪌㪊㪌㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪅㪋㪊㪍㪋㪇㪋㪇㪏㪎㪅㪈㪎㪌㪅㪉㪎㪈㪌㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪍㪋㪌㪋㪌㪏㪍㪅㪍㪇㪋㪅㪎㪇㪈㪏㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪍㪌㪇㪌㪇㪏㪌㪅㪐㪇㪋㪅㪇㪇㪉㪈㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪍㪌㪌㪌㪌㪏㪌㪅㪊㪇㪊㪅㪋㪇㪉㪋㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪍㪍㪇㪍㪇㪏㪋㪅㪊㪇㪉㪅㪋㪇㪊㪇㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪍㪎㪇㪎㪇㪏㪊㪅㪇㪇㪈㪅㪈㪇㪊㪍㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪍㪏㪇㪏㪇㪏㪉㪅㪋㪏㪇㪅㪌㪏㪋㪏㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪅㪉㪎㪍㪐㪇㪐㪇㪏㪉㪅㪊㪇㪇㪅㪋㪇㪍㪇㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪎㪇㪇㪈㪇㪇㪏㪉㪅㪉㪉㪇㪅㪊㪉㪎㪈㪇㪈㪈㪇㪏㪉㪅㪉㪇㪇㪅㪊㪇㪎㪉㪇㪈㪉㪇㪏㪉㪅㪈㪇㪇㪅㪉㪇㪎㪊㪇㪈㪊㪇㪏㪈㪅㪐㪇㪇㪅㪇㪇

㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀㪇㪈㪇㪇㪉㪇㪇㪊㪇㪇㪋㪇㪇㪌㪇㪇㪍㪇㪇㪎㪇㪇㪏㪇㪇㪇

㪈㪇㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㪉㪇㪫㪼㫊㫋㩷㪉㪋㩷㪿㫆㫌㫉㫊㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪊㪇㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪋㪇

㪌㪇

A10-85 㪚㫆㫅㫋㫀㫅㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪣㪦㪞㪄㩷㪛㪞㩷㪪㫀㫋㪼㩷㪥㪸㫄㪼㪧㪢㪊㪇

㪚㫆㫅㫋㫀㫄㫌㫆㫌㫊㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㩷㪉㪋㩷㪿㫆㫌㫉㫊㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪧㫌㫄㫇㫀㫅㪾㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㪣㪸㫋㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㪣㪆㫊㪀㪇㪏㪈㪅㪐㪇㪇㪅㪇㪈㪐㪍㪅㪊㪇㪈㪋㪅㪋㪉㪈㪇㪊㪅㪍㪌㪉㪈㪅㪏㪊㪈㪈㪈㪅㪈㪇㪉㪐㪅㪉㪋㪈㪉㪏㪅㪇㪇㪋㪍㪅㪈㪌㪈㪉㪏㪅㪉㪇㪋㪍㪅㪊㪈㪇㪈㪉㪐㪅㪇㪇㪋㪎㪅㪈㪈㪌㪈㪉㪐㪅㪇㪇㪋㪎㪅㪈㪉㪇㪈㪉㪐㪅㪇㪇㪋㪎㪅㪈㪇㪅㪋㪊㪉㪌㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪊㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪅㪋㪊㪋㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪌㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪅㪋㪊㪈㪌㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪈㪏㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㩿㪡㪸㪺㫆㪹㩷㪤㪼㫋㪿㫆㪻㪀㪉㪈㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪉㪋㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪨㪔㪉㪊㪅㪊㫄㪊㪆㪻㪊㪇㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪊㪍㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪋㪏㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪇㪅㪉㪎㪪㪈㪈㪈㪌㪍㪇㪇㪈㪉㪐㪅㪌㪇㪋㪎㪅㪍㪪㪉㪈㪇㪋㪌㪈㪇㪇㪎㪌㪫㪔㪇㪅㪈㪋㫄㪊㪆㪻㪆㫄

㪉㪋㩷㪿㫆㫌㫉㫊㩷㪚㪦㪥㪫㪠㪥㪬㪦㪪㩷㪧㪬㪤㪧㪠㪥㪞㩷㫊㪼㫄㫀㩷㫃㫆㪾㩷㪛㪞

㪇㪅㪇㪌㪅㪇㪈㪇㪅㪇㪈㪌㪅㪇㪉㪇㪅㪇㪉㪌㪅㪇㪊㪇㪅㪇㪊㪌㪅㪇㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪋㪇㪅㪇㪋㪌㪅㪇㪌㪇㪅㪇㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪫㫀㫄㪼㩷㩿㫄㫀㫄㪀

A10-86 㪩㪜㪚㪦㪭㪜㪩㪰㩷㪧㫌㫄㫇㫀㫅㪾㩷㪫㪼㫊㫋㪪㫀㫋㪼㩷㪥㪸㫄㪼㪧㪢㪊㪇㪛㪸㫋㪼㪑㪇㪋㪄㪇㪌㪃㪡㫌㫃㫐㩷㪉㪇㪈㪇㩷㪪㫋㪸㫋㫀㪺㩷㪮㪸㫋㪼㫉㩷㪣㪼㫍㪼㫃㪑㪏㪈㪅㪐䌭

㪩㪼㪺㫆㫍㪼㫉㫐㩷㪫㪼㫊㫋㪫㫆㫋㪸㫃㪜㫃㪸㫇㫊㪼㪻㪮㪸㫋㪼㫉㪛㫉㪸㫎㪜㫃㪸㫇㫊㪼㪻㪫㫀㫄㪼㪣㪼㫍㪼㫃㪛㫆㫎㫅㫋㪆㫋㩾㪫㫀㫄㪼㩿㫄㫀㫅㪀㩿㪞㪣㪄㫄㪀㩿㪞㪣㪄㩷㫄㪀㩿㫄㫀㫅㪀㪍㪇㪇㪇㪈㪉㪐㪅㪇㪇㪋㪎㪅㪈㪍㪇㪈㪈㪈㪉㪇㪅㪇㪇㪊㪏㪅㪈㪍㪇㪇㪍㪇㪉㪉㪈㪈㪋㪅㪉㪇㪊㪉㪅㪊㪊㪇㪇㪍㪇㪊㪊㪈㪇㪐㪅㪌㪇㪉㪎㪅㪍㪉㪇㪇㪍㪇㪋㪋㪈㪇㪌㪅㪏㪇㪉㪊㪅㪐㪈㪌㪇㪍㪇㪌㪌㪈㪇㪊㪅㪈㪇㪉㪈㪅㪉㪈㪉㪇㪍㪈㪇㪈㪇㪐㪎㪅㪋㪇㪈㪌㪅㪌㪍㪇㪍㪈㪌㪈㪌㪐㪊㪅㪈㪇㪈㪈㪅㪉㪋㪇㪍㪉㪇㪉㪇㪐㪇㪅㪐㪇㪐㪊㪇㪍㪉㪌㪉㪌㪏㪐㪅㪋㪇㪎㪅㪌㪉㪋㪍㪊㪇㪊㪇㪏㪎㪅㪎㪉㪌㪅㪏㪉㪉㪇㪍㪊㪌㪊㪌㪏㪎㪅㪋㪊㪌㪅㪌㪊㪈㪎㪍㪋㪇㪋㪇㪏㪎㪅㪈㪎㪌㪅㪉㪎㪈㪌㪫㫉㪸㫅㫊㫄㫀㫊㫊㫀㫍㫀㫋㫐㩷㩿㪫㪀㩷㪔㩷㪇㪅㪈㪏㪊㪁㪨㪆㰱㪪㪍㪋㪌㪋㪌㪏㪍㪅㪍㪇㪋㪅㪎㪈㪊㩿㪫㪿㪼㫀㫊㩷㪤㪼㫋㪿㫆㪻㪀㪍㪌㪇㪌㪇㪏㪌㪅㪐㪇㪋㪈㪉㪍㪌㪌㪌㪌㪏㪌㪅㪊㪇㪊㪅㪋㪈㪈㪨㪔㪉㪊㪅㪊㪉㪏㫄㪊㪆㪻㪍㪍㪇㪍㪇㪏㪋㪅㪊㪇㪉㪅㪋㪈㪇㪍㪎㪇㪎㪇㪏㪊㪅㪇㪇㪈㪅㪈㪐㪫㫀㫄㪼㩿㫄㫀㫅㪀㪛㫉㪸㫎㪻㫆㫎㫅㩿㫄㪀㪍㪏㪇㪏㪇㪏㪉㪅㪋㪏㪇㪅㪌㪏㪏㪪㪈㪈㪇㪈㪍㪐㪇㪐㪇㪏㪉㪅㪊㪇㪅㪋㪎㪪㪉㪈㪇㪇㪉㪈㪎㪇㪇㪈㪇㪇㪏㪉㪅㪉㪉㪇㪅㪊㪉㪍㪈㪇㪇㪇㪋㪈㪎㪈㪇㪈㪈㪇㪏㪉㪅㪉㪇㪅㪊㪌㪫㪔㪇㪅㪉㪈㫄㪊㪆㪻㪆㫄㪎㪉㪇㪈㪉㪇㪏㪉㪅㪈㪇㪅㪉㪌㪎㪊㪇㪈㪊㪇㪏㪈㪅㪐㪇㪌

㫋㪆㫋㩾㪈㪈㪇㪈㪇㪇㪈㪇㪇㪇㪇㪌㪈㪇㪈㪌㪉㪇㪉㪌㪊㪇

㪊㪌㪛㫉㪸㫎㩷㪛㫆㫎㫅㩷㩿㫄㪀㪋㪇㪋㪌㪌㪇

A10-87