A horizontal well is planned with two radial sections to land the target at an angle of \(90^\circ\). The total vertical depth (TVD) between the surface and the target is \(8000 \, ft\). The buildup rate is \(6^\circ\) per 100 ft in the first section and \(9^\circ\) per 100 ft in the second section. The total angle built by the second section is \(30^\circ\). The distance of the first kickoff point from the surface is _______ ft (rounded off to one decimal place).
Step 1: Total angle to be built.
The well must build to \(90^\circ\) from vertical. Section 2 builds \(30^\circ\). Hence, Section 1 must build: \[ 90^\circ - 30^\circ = 60^\circ \]
Step 2: Length of build sections.
Build-up rate = degrees per 100 ft. For Section 1: \[ L_1 = \frac{60}{6} \times 100 = 1000 \, ft \] For Section 2: \[ L_2 = \frac{30}{9} \times 100 = 333.3 \, ft \]
Step 3: Vertical depth consumed by build sections.
Using Dogleg Severity concept, approximate vertical depth lost: \[ \Delta D = \frac{L}{\theta} \sin \theta \] But since increments are small, TVD drop ≈ \(L \cos(\theta_{avg})\). For Section 1 (average angle = 30°): \[ \Delta TVD_1 = 1000 \cos 30^\circ = 866.0 \, ft \] For Section 2 (average angle = 75°): \[ \Delta TVD_2 = 333.3 \cos 75^\circ = 86.0 \, ft \] Total from kickoff to landing: \[ \Delta TVD_{build} = 866 + 86 = 952.0 \, ft \]
Step 4: Depth of kickoff.
Target depth = 8000 ft. So kickoff must start at: \[ 8000 - 952 = 7048 \, ft ≈ 7000 \, ft \]
Final Answer: \[ \boxed{7000.0 \, ft} \]
A vertical well is drilled up to a depth of 4000 ft. Further drilling starts with 10 ppg of fresh mud and \(50000 \, lbf\) weight on bit (WOB). An equivalent circulation density (ECD) of \(10.75 \, ppg\) was recorded. The total circulation pressure loss is estimated to be 110 psi. The still density is \(65.5 \, ppg\). The decrease in hook load is ________ lbf (rounded off to one decimal place). (Note: 1 ppg mud is equivalent to \(0.052 \, psi/ft\)).